Kaw River Bike/Pedestrian Trail Connector Bridge Calculations

Kaw River Bike/Pedestrian Trail Connector Bridge Calculations

Loading calculations for STAAD.Pro V8i models

(Spans 1, 2, and 3)

Made By CTG Date 7/11/2017 Job No. P101160439Checked By NRF Date 7/20/2017

Calculations For: Kaw River Bridge repurposedReferences:1LRFD Guide Specifications for the Design of Pedestrian Bridges (Dec 2009 with 2015 Interim Revisions)2 LRFD Bridge Design Specifications, Seventh Edition, 20143 2006 IBC

reinforced concrete weight = 150 pcfPedestrian live load = 90 psf 1 Section 3.1Restaurant live load = 100 psf 3 Table 1607.1

Phase 1 - 10' trail centered on the bridge and wide platform centered on river pier between Spans 1 and 2General assumptions:

• Clear trail width is 10'-0" so total deck width is 12'-0" to account for railings• Trail is a 6" thick reinforced concrete slab supported on steel transverse beams• Transverse support beams will be supported by the running girders in Spans 1 or 2 and stringers in Span 3• Platform is approximately 42' wide and 82'-1", length adjusted to match STAAD beams 83.9' long and will

assume out to out of platform is 43' wide to accounf for railings• Vertical loading will be applied as a distributed load to the running girders or stringers in the STAAD model

At location of 10' trailDead Loads:

Width (ft) Thickness (in) Area (sf) Weight (k/ft) Weight per running girder (k/ft)Concrete deck: 12.00 6.00 6.00 0.90 0.45

2 Railings + Misc: Assume 150.00 lb/ft per rail 0.30 0.15Transverse beams+ Misc.: Assume 75.00 lb/ft per beam

@ 10.00 ft spacing 0.09 0.05Subtotal = 0.645

Apply 10.00% increaseTotal = 0.71

Live Load:Width (ft) Load (psf) Weight (k/ft) Weight per running girder (k/ft)

10.00 90.00 0.90 0.45Total = 0.45

At location of platform STAAD Beams affected by platform loading will be:Span 1: 10031 to 10035 and 20031 to 20035 Span 2: 10000 to 10004 and 20000 to 20004

Dead Loads:Width (ft) Thickness (in) Area (sf) Weight (k/ft) Weight per running girder (k/ft)

Concrete deck: 43.00 6.00 21.50 3.23 1.6125

4 Railings + Misc: Assume 150.00 lb/ft per rail 0.60 0.3


Calculations For: Kaw River Bridge repurposedTransverse beams+ Misc.: Assume 75.00 lb/ft per beam

@ 5.00 ft spacing 0.65 0.32Subtotal = 2.235

Apply 20.00% increaseTotal = 2.69

Live Load:Width (ft) Load (psf) Weight (k/ft) Weight per running girder (k/ft)

42.00 90.00 3.78 1.89Total = 1.89

Phase 2 - Phase 1 + 200' long platform centered on Span 2General assumptions:

• Clear trail width is 10'-0" so total deck width is 12'-0" to account for railings• Trail is a 6" thick reinforced concrete slab supported on steel transverse beams• Transverse support beams will be supported by the running girders in Spans 1 or 2 and stringers in Span 3• Platform is approximately 200'-4" long and 42' wide, will model as about 201'-4" because of how STAAD beam

are modeled for the running girders (each beam is 8.389' long) and 43' wide to allow railings• Vertical loading will be applied as a distributed load to the running girders or stringers in the STAAD model

At location of 10' trailLoads will be the same as Phase 1 10' trail

DL = 0.71 k/ft LL = 0.45 k/ftSpan 1 STAAD Beams: 10000 to 10030, 20000 to 20030Span 2 STAAD Beams: 10005 to 10008, 10027 to 10035, 20005 to 20008, 20027 to 20035

At location of platformsLoads will be the same as Phase 1 Platform

DL = 2.69 k/ft LL = 1.89 k/ftSpan 1 STAAD Beams: 10031 to 10035, 20031 to 20035Span 2 STAAD Beams: 10000 to 10004, 10009 to 10026, 20000 to 20004, 20009 to 20026


Calculations For: Kaw River Bridge repurposedPhase 3 - Phase 2 + Amenity Structure in Span 2Same assumptions as Phase 2, plus the following:

• Approximate 132'-10" long by 12' wide building is centered on the platform in Span 2, building length will beadjusted to 134.2' long because of STAAD beam lengths

• Building will also be supported by steel transverse beams

At location of 10' trailLoads will be the same as Phase 1 10' trail

DL = 0.71 k/ft LL = 0.45 k/ftSpan 1 STAAD Beams: same as Phase 2Span 2 STAAD Beams: same as Phase 2

At location of platform without buildingLoads will be the same as Phase 1 Platform

DL = 2.69 k/ft LL = 1.89 k/ftSpan 1 STAAD Beams: same as Phase 2Span 2 STAAD Beams: 10000 to 10004, 10009, 10026, 20000 to 20004, 20009, 20026

At location of platform withbuildingDead Loads:

Span 2 STAAD Beams: 10010 to 10025, 20010 to 20025Width (ft) Thickness (in) Area (sf) Weight (k/ft) Weight per running girder (k/ft)

Concrete deck: 43.00 6.00 21.50 3.23 1.6125

Railings + Misc: Assume 150.00 lb/ft per rail 0.30 0.15

Transverse beams+ Misc.: Assume 75.00 lb/ft per beam@ 5.00 ft spacing 0.65 0.32

Width (ft) Load (psf) Weight (k/ft)Building load: 12.00 50.00 0.60 0.3

Subtotal = 2.385Apply 15.00% increase

Total = 2.75

Live Load: Width (ft) Load (psf) Weight (k/ft) Weight per running girder (k/ft)Trail: 31.00 90.00 2.79 1.395

Building Load: 12.00 100 1.20 0.6Total = 2


Calculations For: Kaw River Bridge repurposedLoad cases to consider 1 Section 3.7 2 Table 3.4.1-1

• Loads that are applicable are DC, PL and WS, but WS not considered for preliminary planning phase

For each Phase consider:Strength I: 1.25DC + 1.75PL


Spans 1 and 2

As-built section property calculations

Made By CTG Date 5/2/2017 Job No.Checked By NRF Date 6/15/2017

Calculations For: Kaw River Bridge Span 1 or 2 As-Built

Element Dimensions (without Section Losses):Top Angles: Bottom Angles:

A1 = lw = 4.000 in A2 = lw = 4.000 inB1 = lh = 4.000 in B2 = lh = 4.000 inC1 = tl = 0.625 in C2 = tl = 0.625 in

Web Plate 1: PL Web Plate 2: PL A3 = b = 24.000 in A4 = b = 0.000 inB3 = t = 0.438 in B4 = t = 0.000 in

B6 = 25.875 in Top Cover Plate: A5 = b = 0.000 inB5 = t = 0.000 in

X-Axis Section Properties:A y Ay Io d Ad2 Ix,gross

Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)Horizontal Leg 5.000 23.688 118.438 0.163 11.688 682.988 683.151Vertical Leg 4.219 21.688 91.494 4.005 9.688 395.920 399.924Horizontal Leg 5.000 0.313 1.563 0.163 11.688 682.988 683.151Vertical Leg 4.219 2.313 9.756 4.005 9.688 395.920 399.924

3 Inner Web Plate(s) 21.000 12.000 252.000 1008.000 0.000 0.000 1008.0004 Outer Side Plate 0.000 12.000 0.000 0.000 0.000 0.000 0.0005 Top Cover Plate 0.000 24.000 0.000 0.000 12.000 0.000 0.000

Total 39.44 473.25 1016.33 2157.82 3174.15A y Ay Io d Ad2 Ix,loss

Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total 0.00 0.00 0.00 0.00 0.00Contribution from shifting centroid: Ad2 = 0.00

y-bar = 12.0000 in Stop = 264.51 in3 y-bar = 12.0000 in Stop = 264.51 in3

Ix = 3174.15 n4 Sbott. = 264.51 in3 Ix = 3174.15 in4 Sbott. = 264.51 in3

ctop = 12.000 in A = 39.4375 in2 ctop = 12.0000 in A = 39.4375 in2

cbottom = 12.000 in rx = 8.9714 in cbottom = 12.0000 in rx = 8.9714 in

2

P101160439

Lower Chord, PP0-2 & 10-12

Gross Section (without Losses)

1

Section Losses

As-Built Section Properties As-Inspected Section Properties



P101160439

Y-Axis Section Properties:A x Ax Io d Ad2 Iy,gross

Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)1 Horizontal Leg 2.500 2.000 5.000 3.333 15.375 590.977 594.310

(Left) Vertical Leg 2.109 3.688 7.778 0.069 13.688 395.186 395.2551 Horizontal Leg 2.500 32.750 81.875 3.333 15.375 590.977 594.310

(Right) Vertical Leg 2.109 31.063 65.522 0.069 13.688 395.186 395.2552 Horizontal Leg 2.500 2.000 5.000 3.333 15.375 590.977 594.310


(Right) Vertical Leg 2.109 31.063 65.522 0.069 13.688 395.186 395.2553 (Left) 10.500 4.219 44.297 0.167 13.156 1817.413 1817.580

3 (Right) 10.500 30.531 320.578 0.167 13.156 1817.413 1817.5804 (Left) 0.000 4.000 0.000 0.000 13.375 0.000 0.000

4 (Right) 0.000 30.750 0.000 0.000 13.375 0.000 0.0005 Top Cover Plate 0.000 17.375 0.000 0.000 0.000 0.000 0.000

Total 39.44 685.23 13.94 7579.48 7593.42A x Ax Io d Ad2 Iy,loss



x-bar = 17.3750 in Sright = 437.03 in3 x-bar = 17.3750 in Sright = 437.03 in3

Iy = 7593.42 n4 Sleft = 437.03 in3 Iy = 7593.42 in4 Sleft = 437.03 in3

cright = 17.3750 in A = 39.4375 in2 cright = 17.3750 in A = 39.4375 in2

cleft = 17.3750 in ry = 13.8760 in cleft = 17.3750 in ry = 13.8760 in

Perecentage to account for minor section loss throughout member = 5.0%

A = 37.4656 in2 Iy = 6853.0618 in2 Ix = 2864.671 in2

ry = 13.5246 in rx = 8.7442 in

Section properties with loss applied

Section Losses



Inner Web Plate(s)

Outer Web Plate



Element Dimensions (without Section Losses):First eyebar Fifth eyebar

A1 = h = 8.000 in A5 = h = 8.000 inB1 = t = 1.750 in B5 = t = 1.750 in

Second eyebar Sixth eyebarA2 = h = 8.000 in A6 = h = 8.000 inB2 = t = 1.750 in B6 = t = 1.750 in

Third eyebarA3 = h = 8.000 in SpacingB3 = t = 1.750 in C = 2.000 in

Fourth eyebar D = 7.000 inA4 = h = 8.000 in E = 2.000 inB4 = t = 1.750 in

Max Height = 8.0000 inX-Axis Section Properties:

A y Ay Io d Ad2 Ix,gross

Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)1 eyebar 14.000 4.000 56.000 74.667 0.000 0.000 74.6672 eyebar 14.000 4.000 56.000 74.667 0.000 0.000 74.6673 eyebar 14.000 4.000 56.000 74.667 0.000 0.000 74.6674 eyebar 14.000 4.000 56.000 74.667 0.000 0.000 74.6675 eyebar 14.000 4.000 56.000 74.667 0.000 0.000 74.6676 eyebar 14.000 4.000 56.000 74.667 0.000 0.000 74.667





Ix = 448.00 in4 Sbott. = 112.00 in3 Ix = 448.00 in4 Sbott. = 112.00 in3




P101160439

Lower Chord, L5-L6 & L6-L7


Section Losses



P101160439











A = 79.8000n2 Iy = 8182.7419n2 Ix = 404.32 in2

ry = 10.1262 in rx = 2.2509 in


Section Losses





















P101160439



Section Losses



P101160439











A = 62.7000 in2 Iy = 8300.9412 in2 Ix = 317.68 in2

ry = 11.5061 in rx = 2.2509 in


Section Losses




















P101160439



Section Losses




P101160439











A = 62.7000n2 Iy = 9466.1815n2 Ix = 317.68 in2

ry = 12.2872 in rx = 2.2509 in

Section Losses






















P101160439



Section Losses



P101160439











A = 79.8000n2 Iy = 6369.6194n2 Ix = 404.32 in2

ry = 8.9342 in rx = 2.2509 in


Section Losses






A1 = lw = 4.000 in A2 = lw = 6.000 inB1 = lh = 4.000 in B2 = lh = 6.000 inC1 = tl = 0.438 in C2A = tl = 0.625 in

C2B = tl = 0.625 inWeb Plate 1: PL Web Plate 2: PL

A3 = b = 26.500 in A4 = b = 0.000 inB3 = t = 0.625 in B4 = t = 0.000 in












2

P101160439

Upper Chord PP 1-2, 10-11 and end posts


1

Section Losses




P101160439







3 (Right) 16.563 25.438 421.309 0.539 10.438 1804.342 1804.8814 (Left) 0.000 2.250 0.000 0.000 12.750 0.000 0.000










A = 69.0754n2 Iy = 7425.4613n2 Ix = 7130.2259 in2

ry = 10.3681 in rx = 10.1599 in


Section Losses



Inner Web Plate(s)

Outer Web Plate


















2

P101160439

Upper Chord PP 2-10


1

Section Losses




P101160439







3 (Right) 16.563 25.438 421.309 0.539 10.874 1958.493 1959.0324 (Left) 10.156 1.938 19.678 0.331 12.626 1619.012 1619.342










A = 88.3723n2 Iy = 9726.8282n2 Ix = 7612.4097 in2

ry = 10.4913 in rx = 9.2812 in


Section Losses



Inner Web Plate(s)

Outer Web Plate



















P101160439

Diagonal U1-L2, U11-L10


Section Losses



P101160439











A = 38.0000 in2 Iy = 2137.5618 in2 Ix = 192.5333 in2

ry = 7.5001 in rx = 2.2509 in


Section Losses




















Section Losses


2

P101160439

Diagonal U2-L4, U4-L6, U8-L6, U10-L8


1

No top cover plate, used only



P101160439







3 (Right) 10.125 22.000 222.750 0.211 8.875 797.502 797.7134 (Left) 0.000 4.000 0.000 0.000 9.125 0.000 0.000










A = 36.7531 in2 Iy = 3247.3645 in2 Ix = 1965.781 in2

ry = 9.3998 in rx = 7.3134 in

Section Losses




Inner Web Plate(s)

Outer Web Plate



Element Dimensions (without Section Losses):Left Channel: C15x33.9 Right Channel: C15x33.9

A1 = tw = 0.4000 in A2 = tw = 0.4000 inB1 = d = 15.0000 in B2 = d = 15.0000 inC1 = bf = 3.4000 in C2 = bf = 3.4000 inD1 = tf = 0.6500 in D2 = tf = 0.6500 inE1 = bf = 3.4000 in E2 = bf = 3.4000 inF1 = tf = 0.6500 in F2 = tf = 0.6500 in

Channel Back-to-Back DistanceG = 12.0000 in


Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)1 Top Leg 2.2100 14.6750 32.4318 0.0778 7.1750 113.7722 113.8500

Bottom Leg 2.2100 0.3250 0.7183 0.0778 7.1750 113.7722 113.8500Web 5.4800 7.5000 41.1000 85.7118 0.0000 0.0000 85.7118

2 Top Leg 2.2100 14.6750 32.4318 0.0778 7.1750 113.7722 113.8500Bottom Leg 2.2100 0.3250 0.7183 0.0778 7.1750 113.7722 113.8500Web 5.4800 7.5000 41.1000 85.7118 0.0000 0.0000 85.7118









Section Losses

P101160439

Diagonal M3-L2, M5-L4, M7-L8, M9-L10




P101160439



Bottom Leg 2.2100 1.7000 3.7570 2.1290 4.3000 40.8629 42.9919Web 5.4800 0.2000 1.0960 0.0731 5.8000 184.3472 184.4203




Total 0.00 0.00 0.00 0.00 0.00Contribution from shifting centroid: Ad2 = 0


Iy = 540.81 n4 Sleft = 90.13 in3 Iy = 540.81 n4 Sleft = 90.13 in3




A = 18.8100 in2 Iy = 488.0792 in2 Ix = 565.7082 in2

ry = 5.0939 in rx = 5.4841 in



Section Losses









Bottom Leg 2.2100 0.3250 0.7183 0.0778 7.1750 113.7722 113.8500Web 5.4800 7.5000 41.1000 85.7118 0.0000 0.0000 85.7118









Section Losses

P101160439

Verticals at PP 1, 3-9, 11





P101160439



Bottom Leg 2.2100 1.7000 3.7570 2.1290 6.3000 87.7149 89.8439Web 5.4800 0.2000 1.0960 0.0731 7.8000 333.4032 333.4763










A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2

ry = 7.0173 in rx = 5.4841 in



Section Losses




Element Dimensions (without Section Losses):Angles (Typ):

A1 = lw = 4.000 inB1 = lh = 4.000 inC1 = tl = 0.500 in

Plate (Typ.):A2 = b = 20.000 inB2 = t = 0.500 in

B3 = 15.000 in



2 Left Plate 10.000 10.000 100.000 333.333 0.000 0.000 333.3332 Right Plate 10.000 10.000 100.000 333.333 0.000 0.000 333.333








1 Bottom Angles

P101160439

Verticals at PP 2 & 10


1 Top Angles

Section Losses




P101160439












A = 33.2500 in2 Iy = 1644.731 in2 Ix = 1674.0623 in2

ry = 7.0332 in rx = 7.0956 in

Section Losses



1 Left Angles1 Right Angles





A1 = b = 3.0000 in A2 =b = 3.0000 inB1 = t = 0.3750 in B2 = t = 0.3750 in

C1 = b = 3.0000 in C2 = b = 3.0000 inD1 = t = 0.3750 in D2 = t = 0.3750 in

Angle Back-to-Back Dimension:E = 27.0000 in

Angle Back-to-Back Dimension:F = 0.8750 in


Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)Connected Leg 2.2500 25.5000 57.3750 1.6875 12.0000 324.0000 325.6875Outstanding Leg 1.9688 26.8125 52.7871 0.0231 13.3125 348.9071 348.9302Connected Leg 2.2500 1.5000 3.3750 1.6875 12.0000 324.0000 325.6875Outstanding Leg 1.9688 0.1875 0.3691 0.0231 13.3125 348.9071 348.9302

Total 8.44 113.91 3.42 1345.81 1349.24

A x Ax Io d Ad2 Iy,gross

Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)Connected Leg 1 1.1250 2.8125 3.1641 0.0132 0.6250 0.4395 0.4526Connected Leg 2 1.1250 4.0625 4.5703 0.0132 0.6250 0.4395 0.4526Outstanding Leg 1 0.9844 1.3125 1.2920 0.5652 2.1250 4.4451 5.0103Outstanding Leg 2 0.9844 5.5625 5.4756 0.5652 2.1250 4.4451 5.0103Connected Leg 1 1.1250 2.8125 3.1641 0.0132 0.6250 0.4395 0.4526Connected Leg 2 1.1250 4.0625 4.5703 0.0132 0.6250 0.4395 0.4526Outstanding Leg 1 0.9844 1.3125 1.2920 0.5652 2.1250 4.4451 5.0103Outstanding Leg 2 0.9844 5.5625 5.4756 0.5652 2.1250 4.4451 5.0103

Total 8.44 29.00 2.31 19.54 21.85

y-bar = 13.5000 in Stop = 99.94 in3 x-bar = 3.4375 in Sright = 6.36 in3

Ix = 1349.24 in4 Sbott. = 99.94 in3 Iy = 21.85 in4 Sleft = 6.36 in3

ctop = 13.5000 in A = 8.4375 in2 cright = 3.4375 in A = 8.4375 in2

cbottom = 13.5000 in rx = 12.6455 in cleft = 3.4375 in ry = 1.6093 in

1

2

X-Axis Section Properties Y-Axis Section Properties

P101160439

X-Axis Section Properties:

1

2

Y-Axis Section Properties:










Total 12.19 164.53 15.68 1738.23 1753.91



Total 12.19 47.99 3.90 29.37 33.27





1

2


P101160439


1

2











Total 10.23 75.48 13.05 356.16 369.22



Total 10.23 40.30 3.42 24.09 27.51





1

2


P101160439


1

2











Total 8.44 52.21 3.42 240.63 244.05



Total 8.44 60.12 2.31 216.72 219.03





1

2


P101160439


1

2











Total 12.19 156.91 5.44 1766.52 1771.96



Total 12.19 66.27 12.43 69.80 82.23





1

2


P101160439


1

2





A1 = lw = 5.0000 in B2 = lh = 5.0000 inC1 = tf = 0.3750 in C2 = tf = 0.3750 inB1 = lv = 3.5000 in A2 = lv = 3.5000 in

Web Plate: C3 = 0.4375 in

*B3 = 25.7500 in

Top Cover Plate: Btm Cover Plate: C4 = 0.0000 in C5 = 0.0000 inA4 = 0.0000 in A5 = 0.0000 in

*using average height of sectionX-Axis Section Properties:



3 11.2656 12.8750 145.0449 622.4845 0.0000 0.0000 622.4845Cover Plate Top 0.0000 25.7500 0.0000 0.0000 12.8750 0.0000 0.0000Cover Plate Bottom 0.0000 0.0000 0.0000 0.0000 12.8750 0.0000 0.0000



Total 0.00 0.00 0.00 0.00 0.00





Web Plate

4

Section Losses


2

P101160439

End portal strut


1



P101160439






(Right) Vertical Leg 1.1719 5.6250 6.5918 0.0137 0.4063 0.1934 0.20713 Web Plate 11.2656 5.2188 58.7925 0.1797 0.0000 0.0000 0.17974 Top Cover Plate 0.0000 5.2188 0.0000 0.0000 0.0000 0.0000 0.00004 Bottom Cover Plate 0.0000 5.2188 0.0000 0.0000 0.0000 0.0000 0.0000



Total 0.00 0.00 0.00 0.00 0.00





Section Losses







Web Plate: C3 = 0.5000 in do = N/A in B3 = 27.2500 in do = stiffener spacing for shear check

Use "N/A" for no stiffenersTop Cover Plate: Btm Cover Plate:

C4 = 0.0000 in C5 = 0.0000 inA4 = 0.0000 in A5 = 0.0000 in










cbottom = 13.6250 in rx = 10.1663 in cbottom = 13.6250 in rx = 10.1663 inJ = 2.2589 Z = 294.4155 in3 Z = 294.4155 in3

Web Plate

4

Section Losses

As-Built Section Properties

2

P101160439

Intermediate floorbeam


1

As-Inspected Section Properties



P101160439















A = 29.6727 in2 Iy = 42.9185 in2 Ix = 2913.4214 in2 Stop = 213.8291 in3

ry = 1.2027 in rx = 9.9088 n Sbot = 213.8291 in3

Z = 279.6948 in3

Fy = 30.00 ksiAB AB** AI

M 592.32 534.57 k-ft 592.32 k-ft AB = As-BuiltV 421.68 400.59 k 421.68 k AI = As-Inspected

*Compact Section, but using S to be conservative M = Moment**with minor loss V = Shear



Capacities*

Section Losses








C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











2

P101160439

Main floorbeam basic section


1

Web Plate

4

Section Losses




P101160439
















ry = 2.8197 in rx = 14.4809 n Sbot = 645.0530 in3

Z = 768.5368 in3





Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











2

P101160439

Main end floorbeam basic section


1

Web Plate

4

Section Losses




P101160439
















ry = 2.796 in rx = 14.4206 n Sbot = 650.9029 in3

Z = 778.6899 in3





Capacities*

Section Losses









C4 = 0.5000 in C5 = 0.5000 inA4 = 13.0000 in A5 = 13.0000 in











2

P101160439

Running girder with cover plates


1

Web Plate

4

Section Losses




P101160439
















ry = 2.6029 in rx = 14.0847 n Sbot = 593.2367 in3

Z = 709.2659 in3





Capacities*

Section Losses









C4 = 0.0000 in C5 = 0.0000 inA4 = 0.0000 in A5 = 0.0000 in











2

P101160439

Running girder without cover plates


1

Web Plate

4

Section Losses




P101160439
















ry = 2.1624 in rx = 13.2455 n Sbot = 410.1005 in3

Z = 500.8597 in3






Capacities*

Section Losses




Element Dimensions (without Section Losses):Historic S20x65 AISC Section Properties

A1 = tw = 0.5000 in A = 19.1 in2

B1 = d = 20.0000 in Ix = 1169.5 in4

A2 = tf = 0.7900 in Sx = 117.0 in3

B2 = bf = 6.2500 in rx = 7.8 inA3 = tf = 0.7900 in Iy = 27.9 in4

B3 = bf = 6.2500 in ry = 1.21 intw = 0.7600 in

do = N/A in d = 20.0000 intf = 0.79 in

bf = 6.2500 inSay OK, simplified rectangular section properties are close to actual properties


Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)1 Web 9.2100 10.0000 92.1000 260.4100 0.0000 0.0000 260.41002 Top Flange 4.9375 19.6050 96.7997 0.2568 9.6050 455.514 455.7713 Bottom Flange 4.9375 0.3950 1.9503 0.2568 9.6050 455.514 455.771







cbottom = 10.0000 in rx = 7.8363 in cbottom = 10.0000 in rx = 7.8363 inJ = 2.8218 in4 Z = 137.26 in3 Z = 137.26 in3

P101160439


Section Losses


do = stiffener spacing for shear check for no stiffners use "N/A" Stringer



P101160439












ry = 1.1786 in rx = 7.6308 in Sbot = 105.5474 in3

Z = 130.3984 in3


M 292.5 k-ft 263.87 k-ft 293.0 k-ft AB = As-BuiltV 160.25 k 152.24 k 160.25 k AI = As-Inspected



Section Losses


Capacities*



Spans 1 and 2

STAAD.pro V8i model input

Software licensed to TranSystems Corporation

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 1

Kaw River Bridge

CTG 26-Apr-17 NRF

11-Sep-2017 12:15Span 1 or 2 As-Built.std

Print Time/Date: 11/09/2017 12:16 Print Run 1 of 68STAAD.Pro V8i (SELECTseries 3) 20.07.08.22

Job Information Engineer Checked Approved

Name: CTG NRFDate: 26-Apr-17 06-May-17

Structure Type SPACE FRAME

Number of Nodes 331 Highest Node 90011Number of Elements 707 Highest Beam 91107

Number of Basic Load Cases 7Number of Combination Load Cases 3

Included in this printout are data for:All The Whole Structure

NodesNode X

(ft)Y

(ft)Z

(ft)1100 0.000 0.000 0.0001101 25.167 0.000 0.0001102 50.333 0.000 0.0001103 75.500 0.000 0.0001104 100.667 0.000 0.0001105 125.833 0.000 0.0001106 151.000 0.000 0.0001107 176.167 0.000 0.0001108 201.333 0.000 0.0001109 226.500 0.000 0.0001110 251.667 0.000 0.0001111 276.833 0.000 0.0001112 302.000 0.000 0.0001300 14.861 21.284 0.0001303 75.500 20.417 0.0001304 100.667 25.000 0.0001305 125.833 25.000 0.0001306 151.000 25.000 0.0001307 176.167 25.000 0.0001308 201.333 25.000 0.0001309 226.500 20.417 0.0001312 287.138 21.284 0.0001400 20.014 28.663 0.0001402 50.333 27.417 0.0001403 75.500 27.417 0.0001404 100.667 27.417 0.0001405 125.833 27.417 0.000


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 2

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)1406 151.000 27.417 0.0001407 176.167 27.417 0.0001408 201.333 27.417 0.0001409 226.500 27.417 0.0001410 251.667 27.417 0.0001412 281.986 28.663 0.0001501 25.167 36.042 0.0001502 50.333 40.646 0.0001503 75.500 45.417 0.0001504 100.667 50.000 0.0001505 125.833 50.000 0.0001506 151.000 50.000 0.0001507 176.167 50.000 0.0001508 201.333 50.000 0.0001509 226.500 45.417 0.0001510 251.667 40.646 0.0001511 276.833 36.042 0.0002100 0.000 0.000 18.0002101 25.167 0.000 18.0002102 50.333 0.000 18.0002103 75.500 0.000 18.0002104 100.667 0.000 18.0002105 125.833 0.000 18.0002106 151.000 0.000 18.0002107 176.167 0.000 18.0002108 201.333 0.000 18.0002109 226.500 0.000 18.0002110 251.667 0.000 18.0002111 276.833 0.000 18.0002112 302.000 0.000 18.0002300 14.861 21.284 18.0002303 75.500 20.417 18.0002304 100.667 25.000 18.0002305 125.833 25.000 18.0002306 151.000 25.000 18.0002307 176.167 25.000 18.0002308 201.333 25.000 18.0002309 226.500 20.417 18.0002312 287.138 21.284 18.0002400 20.014 28.663 18.0002402 50.333 27.417 18.0002403 75.500 27.417 18.0002404 100.667 27.417 18.0002405 125.833 27.417 18.0002406 151.000 27.417 18.000


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 3

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)2407 176.167 27.417 18.0002408 201.333 27.417 18.0002409 226.500 27.417 18.0002410 251.667 27.417 18.0002412 281.986 28.663 18.0002501 25.167 36.042 18.0002502 50.333 40.646 18.0002503 75.500 45.417 18.0002504 100.667 50.000 18.0002505 125.833 50.000 18.0002506 151.000 50.000 18.0002507 176.167 50.000 18.0002508 201.333 50.000 18.0002509 226.500 45.417 18.0002510 251.667 40.646 18.0002511 276.833 36.042 18.0007001 37.750 38.344 9.0007002 62.917 43.031 9.0007003 88.083 47.708 9.0007004 113.250 50.000 9.0007005 138.417 50.000 9.0007006 163.583 50.000 9.0007007 188.750 50.000 9.0007008 213.917 47.708 9.0007009 239.083 43.031 9.0007010 264.250 38.344 9.0009002 50.333 34.031 9.0009003 75.500 36.417 9.0009004 100.667 38.708 9.0009005 125.833 38.708 9.0009006 151.000 38.708 9.0009007 176.167 38.708 9.0009008 201.333 38.708 9.0009009 226.500 36.417 9.0009010 251.667 34.031 9.0009100 25.167 36.042 9.0009101 22.590 32.352 4.5009102 22.590 32.352 13.5009103 20.014 28.663 3.0009104 20.014 28.663 4.5009105 20.014 28.663 9.0009106 20.014 28.663 13.5009107 20.014 28.663 15.0009200 276.833 36.042 9.0009201 279.410 32.352 4.500


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 4

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)9202 279.410 32.352 13.5009203 281.986 28.663 3.0009204 281.986 28.663 4.5009205 281.986 28.663 9.0009206 281.986 28.663 13.5009207 281.986 28.663 15.000

10000 0.000 0.000 2.50010001 8.389 0.000 2.50010002 16.778 0.000 2.50010100 25.167 0.000 2.50010101 33.556 0.000 2.50010102 41.944 0.000 2.50010200 50.333 0.000 2.50010201 58.722 0.000 2.50010202 67.111 0.000 2.50010300 75.500 0.000 2.50010301 83.889 0.000 2.50010302 92.278 0.000 2.50010400 100.667 0.000 2.50010401 109.056 0.000 2.50010402 117.444 0.000 2.50010500 125.833 0.000 2.50010501 134.222 0.000 2.50010502 142.611 0.000 2.50010600 151.000 0.000 2.50010601 159.389 0.000 2.50010602 167.778 0.000 2.50010700 176.167 0.000 2.50010701 184.556 0.000 2.50010702 192.944 0.000 2.50010800 201.333 0.000 2.50010801 209.722 0.000 2.50010802 218.111 0.000 2.50010900 226.500 0.000 2.50010901 234.889 0.000 2.50010902 243.278 0.000 2.50011000 251.667 0.000 2.50011001 260.056 0.000 2.50011002 268.444 0.000 2.50011100 276.833 0.000 2.50011101 285.222 0.000 2.50011102 293.611 0.000 2.50011200 302.000 0.000 2.50020000 0.000 0.000 15.50020001 8.389 0.000 15.500


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 5

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)20002 16.778 0.000 15.50020100 25.167 0.000 15.50020101 33.556 0.000 15.50020102 41.944 0.000 15.50020200 50.333 0.000 15.50020201 58.722 0.000 15.50020202 67.111 0.000 15.50020300 75.500 0.000 15.50020301 83.889 0.000 15.50020302 92.278 0.000 15.50020400 100.667 0.000 15.50020401 109.056 0.000 15.50020402 117.444 0.000 15.50020500 125.833 0.000 15.50020501 134.222 0.000 15.50020502 142.611 0.000 15.50020600 151.000 0.000 15.50020601 159.389 0.000 15.50020602 167.778 0.000 15.50020700 176.167 0.000 15.50020701 184.556 0.000 15.50020702 192.944 0.000 15.50020800 201.333 0.000 15.50020801 209.722 0.000 15.50020802 218.111 0.000 15.50020900 226.500 0.000 15.50020901 234.889 0.000 15.50020902 243.278 0.000 15.50021000 251.667 0.000 15.50021001 260.056 0.000 15.50021002 268.444 0.000 15.50021100 276.833 0.000 15.50021101 285.222 0.000 15.50021102 293.611 0.000 15.50021200 302.000 0.000 15.50030000 0.000 0.000 5.50030001 8.389 0.000 5.50030002 16.778 0.000 5.50030100 25.167 0.000 5.50030101 33.556 0.000 5.50030102 41.944 0.000 5.50030200 50.333 0.000 5.50030201 58.722 0.000 5.50030202 67.111 0.000 5.50030300 75.500 0.000 5.500


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 6

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)30301 83.889 0.000 5.50030302 92.278 0.000 5.50030400 100.667 0.000 5.50030401 109.056 0.000 5.50030402 117.444 0.000 5.50030500 125.833 0.000 5.50030501 134.222 0.000 5.50030502 142.611 0.000 5.50030600 151.000 0.000 5.50030601 159.389 0.000 5.50030602 167.778 0.000 5.50030700 176.167 0.000 5.50030701 184.556 0.000 5.50030702 192.944 0.000 5.50030800 201.333 0.000 5.50030801 209.722 0.000 5.50030802 218.111 0.000 5.50030900 226.500 0.000 5.50030901 234.889 0.000 5.50030902 243.278 0.000 5.50031000 251.667 0.000 5.50031001 260.056 0.000 5.50031002 268.444 0.000 5.50031100 276.833 0.000 5.50031101 285.222 0.000 5.50031102 293.611 0.000 5.50031200 302.000 0.000 5.50040000 0.000 0.000 12.50040001 8.389 0.000 12.50040002 16.778 0.000 12.50040100 25.167 0.000 12.50040101 33.556 0.000 12.50040102 41.944 0.000 12.50040200 50.333 0.000 12.50040201 58.722 0.000 12.50040202 67.111 0.000 12.50040300 75.500 0.000 12.50040301 83.889 0.000 12.50040302 92.278 0.000 12.50040400 100.667 0.000 12.50040401 109.056 0.000 12.50040402 117.444 0.000 12.50040500 125.833 0.000 12.50040501 134.222 0.000 12.50040502 142.611 0.000 12.500


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 7

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)40600 151.000 0.000 12.50040601 159.389 0.000 12.50040602 167.778 0.000 12.50040700 176.167 0.000 12.50040701 184.556 0.000 12.50040702 192.944 0.000 12.50040800 201.333 0.000 12.50040801 209.722 0.000 12.50040802 218.111 0.000 12.50040900 226.500 0.000 12.50040901 234.889 0.000 12.50040902 243.278 0.000 12.50041000 251.667 0.000 12.50041001 260.056 0.000 12.50041002 268.444 0.000 12.50041100 276.833 0.000 12.50041101 285.222 0.000 12.50041102 293.611 0.000 12.50041200 302.000 0.000 12.50081001 8.389 0.000 6.00081002 16.778 0.000 6.00081011 33.556 0.000 6.00081012 41.944 0.000 6.00081021 58.722 0.000 6.00081022 67.111 0.000 6.00081031 83.889 0.000 6.00081032 92.278 0.000 6.00081041 109.056 0.000 6.00081042 117.444 0.000 6.00081051 134.222 0.000 6.00081052 142.611 0.000 6.00081061 159.389 0.000 6.00081062 167.778 0.000 6.00081071 184.556 0.000 6.00081072 192.944 0.000 6.00081081 209.722 0.000 6.00081082 218.111 0.000 6.00081091 234.889 0.000 6.00081092 243.278 0.000 6.00081101 260.056 0.000 6.00081102 268.444 0.000 6.00081111 285.222 0.000 6.00081112 293.611 0.000 6.00082001 8.389 0.000 12.00082002 16.778 0.000 12.000


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 8

Kaw River Bridge

CTG 26-Apr-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)82011 33.556 0.000 12.00082012 41.944 0.000 12.00082021 58.722 0.000 12.00082022 67.111 0.000 12.00082031 83.889 0.000 12.00082032 92.278 0.000 12.00082041 109.056 0.000 12.00082042 117.444 0.000 12.00082051 134.222 0.000 12.00082052 142.611 0.000 12.00082061 159.389 0.000 12.00082062 167.778 0.000 12.00082071 184.556 0.000 12.00082072 192.944 0.000 12.00082081 209.722 0.000 12.00082082 218.111 0.000 12.00082091 234.889 0.000 12.00082092 243.278 0.000 12.00082101 260.056 0.000 12.00082102 268.444 0.000 12.00082111 285.222 0.000 12.00082112 293.611 0.000 12.00090000 12.583 0.000 9.00090001 37.750 0.000 9.00090002 62.917 0.000 9.00090003 88.083 0.000 9.00090004 113.250 0.000 9.00090005 138.417 0.000 9.00090006 163.583 0.000 9.00090007 188.750 0.000 9.00090008 213.917 0.000 9.00090009 239.083 0.000 9.00090010 264.250 0.000 9.00090011 289.417 0.000 9.000


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 9

Kaw River Bridge

CTG 26-Apr-17 NRF



BeamsBeam Node A Node B Length

(ft)Property

(degrees)1100 1100 1101 25.167 1 01101 1101 1102 25.167 2 01102 1102 1103 25.167 3 01103 1103 1104 25.167 4 01104 1104 1105 25.166 5 01105 1105 1106 25.167 6 01106 1106 1107 25.167 7 01107 1107 1108 25.166 8 01108 1108 1109 25.167 9 01109 1109 1110 25.167 10 01110 1110 1111 25.166 11 01111 1111 1112 25.167 12 01201 1501 1101 36.042 13 01202 1502 1402 13.229 14 01203 1402 1102 27.417 15 01209 1510 1410 13.229 16 01210 1410 1110 27.417 17 01211 1511 1111 36.042 18 01230 1503 1403 18.000 19 01231 1403 1303 7.000 20 01232 1303 1103 20.417 21 01240 1504 1404 22.583 22 01241 1404 1304 2.417 23 01242 1304 1104 25.000 24 01250 1505 1405 22.583 25 01251 1405 1305 2.417 26 01252 1305 1105 25.000 27 01260 1506 1406 22.583 28 01261 1406 1306 2.417 29 01262 1306 1106 25.000 30 01270 1507 1407 22.583 31 01271 1407 1307 2.417 32 01272 1307 1107 25.000 33 01280 1508 1408 22.583 34 01281 1408 1308 2.417 35 01282 1308 1108 25.000 36 01290 1509 1409 18.000 37 01291 1409 1309 7.000 38 01292 1309 1109 20.417 39 01301 1501 1102 43.959 40 01302 1502 1303 32.289 41 01303 1303 1104 32.407 42 01304 1504 1305 35.473 43 01305 1305 1106 35.474 44 01306 1307 1106 35.474 45 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 10

Kaw River Bridge

CTG 26-Apr-17 NRF



Beams Cont...Beam Node A Node B Length

(ft)Property

(degrees)1307 1508 1307 35.473 46 01308 1309 1108 32.407 47 01309 1510 1309 32.289 48 01310 1511 1110 43.958 49 01382 1303 1102 32.407 50 01384 1305 1104 35.473 51 01388 1307 1108 35.473 52 01392 1309 1110 32.407 53 01404 1304 1305 25.166 54 01405 1305 1306 25.167 55 01406 1306 1307 25.167 56 01407 1307 1308 25.166 57 01500 1100 1300 25.959 58 01501 1501 1502 25.584 59 01502 1502 1503 25.615 60 01503 1503 1504 25.581 61 01504 1504 1505 25.166 62 01505 1505 1506 25.167 63 01506 1506 1507 25.167 64 01507 1507 1508 25.166 65 01508 1508 1509 25.581 66 01509 1509 1510 25.615 67 01510 1510 1511 25.584 68 01511 1112 1312 25.959 69 01550 1300 1400 9.000 70 01551 1400 1501 9.000 71 01560 1312 1412 9.000 72 01561 1412 1511 9.000 73 02100 2100 2101 25.167 74 02101 2101 2102 25.167 75 02102 2102 2103 25.167 76 02103 2103 2104 25.167 77 02104 2104 2105 25.166 78 02105 2105 2106 25.167 79 02106 2106 2107 25.167 80 02107 2107 2108 25.166 81 02108 2108 2109 25.167 82 02109 2109 2110 25.167 83 02110 2110 2111 25.166 84 02111 2111 2112 25.167 85 02201 2501 2101 36.042 86 02202 2502 2402 13.229 87 02203 2402 2102 27.417 88 02209 2510 2410 13.229 89 02210 2410 2110 27.417 90 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 11

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)2211 2511 2111 36.042 91 02230 2503 2403 18.000 92 02231 2403 2303 7.000 93 02232 2303 2103 20.417 94 02240 2504 2404 22.583 95 02241 2404 2304 2.417 96 02242 2304 2104 25.000 97 02250 2505 2405 22.583 98 02251 2405 2305 2.417 99 02252 2305 2105 25.000 100 02260 2506 2406 22.583 101 02261 2406 2306 2.417 102 02262 2306 2106 25.000 103 02270 2507 2407 22.583 104 02271 2407 2307 2.417 105 02272 2307 2107 25.000 106 02280 2508 2408 22.583 107 02281 2408 2308 2.417 108 02282 2308 2108 25.000 109 02290 2509 2409 18.000 110 02291 2409 2309 7.000 111 02292 2309 2109 20.417 112 02301 2501 2102 43.959 113 02302 2502 2303 32.289 114 02303 2303 2104 32.407 115 02304 2504 2305 35.473 116 02305 2305 2106 35.474 117 02306 2307 2106 35.474 118 02307 2508 2307 35.473 119 02308 2309 2108 32.407 120 02309 2510 2309 32.289 121 02310 2511 2110 43.958 122 02382 2303 2102 32.407 123 02384 2305 2104 35.473 124 02388 2307 2108 35.473 125 02392 2309 2110 32.407 126 02404 2304 2305 25.166 127 02405 2305 2306 25.167 128 02406 2306 2307 25.167 129 02407 2307 2308 25.166 130 02500 2100 2300 25.959 131 02501 2501 2502 25.584 132 02502 2502 2503 25.615 133 02503 2503 2504 25.581 134 02504 2504 2505 25.166 135 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 12

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)2505 2505 2506 25.167 136 02506 2506 2507 25.167 137 02507 2507 2508 25.166 138 02508 2508 2509 25.581 139 02509 2509 2510 25.615 140 02510 2510 2511 25.584 141 02511 2112 2312 25.959 142 02550 2300 2400 9.000 143 02551 2400 2501 9.000 144 02560 2312 2412 9.000 145 02561 2412 2511 9.000 146 06002 1502 2502 18.000 147 06003 1503 2503 18.000 148 06004 1504 2504 18.000 149 06005 1505 2505 18.000 150 06006 1506 2506 18.000 151 06007 1507 2507 18.000 152 06008 1508 2508 18.000 153 06009 1509 2509 18.000 154 06010 1510 2510 18.000 155 06101 1501 9100 9.000 156 06102 9100 2501 9.000 157 06103 1501 9101 6.364 158 06104 9101 9105 6.364 159 06105 1400 9101 6.364 160 06106 9101 9100 6.364 161 06107 9101 9104 4.500 162 06108 9100 9102 6.364 163 06109 9102 2400 6.364 164 06110 9105 9102 6.364 165 06111 9102 2501 6.364 166 06112 9102 9106 4.500 167 06113 9100 9105 9.000 168 06114 1400 9103 3.000 169 06115 9103 9104 1.500 170 06116 9104 9105 4.500 171 06117 9105 9106 4.500 172 06118 9106 9107 1.500 173 06119 9107 2400 3.000 174 06120 9103 1300 9.487 175 06121 9107 2300 9.487 176 06201 1511 9200 9.000 177 06202 9200 2511 9.000 178 06203 1511 9201 6.364 179 06204 9201 9205 6.364 180 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 13

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)6205 1412 9201 6.364 181 06206 9201 9200 6.364 182 06207 9201 9204 4.500 183 06208 9200 9202 6.364 184 06209 9202 2412 6.364 185 06210 9205 9202 6.364 186 06211 9202 2511 6.364 187 06212 9202 9206 4.500 188 06213 9200 9205 9.000 189 06214 1412 9203 3.000 190 06215 9203 9204 1.500 191 06216 9204 9205 4.500 192 06217 9205 9206 4.500 193 06218 9206 9207 1.500 194 06219 9207 2412 3.000 195 06220 9203 1312 9.487 196 06221 9207 2312 9.487 197 07010 1501 7001 15.641 198 07011 7001 2502 15.641 199 07012 2501 7001 15.641 200 07013 7001 1502 15.641 201 07020 1502 7002 15.653 202 07021 7002 2503 15.653 203 07022 2502 7002 15.653 204 07023 7002 1503 15.653 205 07030 1503 7003 15.639 206 07031 7003 2504 15.640 207 07032 2503 7003 15.639 208 07033 7003 1504 15.640 209 07040 1504 7004 15.470 210 07041 7004 2505 15.470 211 07042 2504 7004 15.470 212 07043 7004 1505 15.470 213 07050 1505 7005 15.471 214 07051 7005 2506 15.470 215 07052 2505 7005 15.471 216 07053 7005 1506 15.470 217 07060 1506 7006 15.470 218 07061 7006 2507 15.471 219 07062 2506 7006 15.470 220 07063 7006 1507 15.471 221 07070 1507 7007 15.470 222 07071 7007 2508 15.470 223 07072 2507 7007 15.470 224 07073 7007 1508 15.470 225 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 14

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)7080 1508 7008 15.640 226 07081 7008 2509 15.639 227 07082 2508 7008 15.640 228 07083 7008 1509 15.639 229 07090 1509 7009 15.653 230 07091 7009 2510 15.654 231 07092 2509 7009 15.653 232 07093 7009 1510 15.654 233 07100 1510 7010 15.641 234 07101 7010 2511 15.641 235 07102 2510 7010 15.641 236 07103 7010 1511 15.641 237 08002 1402 2402 18.000 238 08003 1403 2403 18.000 239 08004 1404 2404 18.000 240 08005 1405 2405 18.000 241 08006 1406 2406 18.000 242 08007 1407 2407 18.000 243 08008 1408 2408 18.000 244 08009 1409 2409 18.000 245 08010 1410 2410 18.000 246 09020 1502 9002 11.169 247 459021 9002 2402 11.169 247 459022 1402 9002 11.169 247 2259023 9002 2502 11.169 247 2259030 1503 9003 12.728 248 459031 9003 2403 12.728 248 459032 1403 9003 12.728 248 2259033 9003 2503 12.728 248 2259040 1504 9004 14.440 249 459041 9004 2404 14.440 249 459042 1404 9004 14.440 249 2259043 9004 2504 14.440 249 2259050 1505 9005 14.440 250 459051 9005 2405 14.440 250 459052 1405 9005 14.440 250 2259053 9005 2505 14.440 250 2259060 1506 9006 14.440 251 459061 9006 2406 14.440 251 459062 1406 9006 14.440 251 2259063 9006 2506 14.440 251 2259070 1507 9007 14.440 252 459071 9007 2407 14.440 252 459072 1407 9007 14.440 252 2259073 9007 2507 14.440 252 225


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 15

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)9080 1508 9008 14.440 253 459081 9008 2408 14.440 253 459082 1408 9008 14.440 253 2259083 9008 2508 14.440 253 2259090 1509 9009 12.728 254 459091 9009 2409 12.728 254 459092 1409 9009 12.728 254 2259093 9009 2509 12.728 254 2259100 1510 9010 11.169 255 459101 9010 2410 11.169 255 459102 1410 9010 11.169 255 2259103 9010 2510 11.169 255 225

10000 10000 10001 8.389 256 010001 10001 10002 8.389 257 010002 10002 10100 8.389 258 010003 10100 10101 8.389 259 010004 10101 10102 8.389 260 010005 10102 10200 8.389 261 010006 10200 10201 8.389 262 010007 10201 10202 8.389 263 010008 10202 10300 8.389 264 010009 10300 10301 8.389 265 010010 10301 10302 8.389 266 010011 10302 10400 8.389 267 010012 10400 10401 8.389 268 010013 10401 10402 8.388 269 010014 10402 10500 8.389 270 010015 10500 10501 8.389 271 010016 10501 10502 8.389 272 010017 10502 10600 8.389 273 010018 10600 10601 8.389 274 010019 10601 10602 8.389 275 010020 10602 10700 8.389 276 010021 10700 10701 8.389 277 010022 10701 10702 8.388 278 010023 10702 10800 8.389 279 010024 10800 10801 8.389 280 010025 10801 10802 8.389 281 010026 10802 10900 8.389 282 010027 10900 10901 8.389 283 010028 10901 10902 8.389 284 010029 10902 11000 8.389 285 010030 11000 11001 8.389 286 010031 11001 11002 8.388 287 010032 11002 11100 8.389 288 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 16

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)10033 11100 11101 8.389 289 010034 11101 11102 8.389 290 010035 11102 11200 8.389 291 020000 20000 20001 8.389 292 020001 20001 20002 8.389 293 020002 20002 20100 8.389 294 020003 20100 20101 8.389 295 020004 20101 20102 8.389 296 020005 20102 20200 8.389 297 020006 20200 20201 8.389 298 020007 20201 20202 8.389 299 020008 20202 20300 8.389 300 020009 20300 20301 8.389 301 020010 20301 20302 8.389 302 020011 20302 20400 8.389 303 020012 20400 20401 8.389 304 020013 20401 20402 8.388 305 020014 20402 20500 8.389 306 020015 20500 20501 8.389 307 020016 20501 20502 8.389 308 020017 20502 20600 8.389 309 020018 20600 20601 8.389 310 020019 20601 20602 8.389 311 020020 20602 20700 8.389 312 020021 20700 20701 8.389 313 020022 20701 20702 8.388 314 020023 20702 20800 8.389 315 020024 20800 20801 8.389 316 020025 20801 20802 8.389 317 020026 20802 20900 8.389 318 020027 20900 20901 8.389 319 020028 20901 20902 8.389 320 020029 20902 21000 8.389 321 020030 21000 21001 8.389 322 020031 21001 21002 8.388 323 020032 21002 21100 8.389 324 020033 21100 21101 8.389 325 020034 21101 21102 8.389 326 020035 21102 21200 8.389 327 030000 30000 30001 8.389 328 030001 30001 30002 8.389 329 030002 30002 30100 8.389 330 030003 30100 30101 8.389 331 030004 30101 30102 8.389 332 030005 30102 30200 8.389 333 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 17

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)30006 30200 30201 8.389 334 030007 30201 30202 8.389 335 030008 30202 30300 8.389 336 030009 30300 30301 8.389 337 030010 30301 30302 8.389 338 030011 30302 30400 8.389 339 030012 30400 30401 8.389 340 030013 30401 30402 8.388 341 030014 30402 30500 8.389 342 030015 30500 30501 8.389 343 030016 30501 30502 8.389 344 030017 30502 30600 8.389 345 030018 30600 30601 8.389 346 030019 30601 30602 8.389 347 030020 30602 30700 8.389 348 030021 30700 30701 8.389 349 030022 30701 30702 8.388 350 030023 30702 30800 8.389 351 030024 30800 30801 8.389 352 030025 30801 30802 8.389 353 030026 30802 30900 8.389 354 030027 30900 30901 8.389 355 030028 30901 30902 8.389 356 030029 30902 31000 8.389 357 030030 31000 31001 8.389 358 030031 31001 31002 8.388 359 030032 31002 31100 8.389 360 030033 31100 31101 8.389 361 030034 31101 31102 8.389 362 030035 31102 31200 8.389 363 040000 40000 40001 8.389 364 040001 40001 40002 8.389 365 040002 40002 40100 8.389 366 040003 40100 40101 8.389 367 040004 40101 40102 8.389 368 040005 40102 40200 8.389 369 040006 40200 40201 8.389 370 040007 40201 40202 8.389 371 040008 40202 40300 8.389 372 040009 40300 40301 8.389 373 040010 40301 40302 8.389 374 040011 40302 40400 8.389 375 040012 40400 40401 8.389 376 040013 40401 40402 8.388 377 040014 40402 40500 8.389 378 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 18

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)40015 40500 40501 8.389 379 040016 40501 40502 8.389 380 040017 40502 40600 8.389 381 040018 40600 40601 8.389 382 040019 40601 40602 8.389 383 040020 40602 40700 8.389 384 040021 40700 40701 8.389 385 040022 40701 40702 8.388 386 040023 40702 40800 8.389 387 040024 40800 40801 8.389 388 040025 40801 40802 8.389 389 040026 40802 40900 8.389 390 040027 40900 40901 8.389 391 040028 40901 40902 8.389 392 040029 40902 41000 8.389 393 040030 41000 41001 8.389 394 040031 41001 41002 8.388 395 040032 41002 41100 8.389 396 040033 41100 41101 8.389 397 040034 41101 41102 8.389 398 040035 41102 41200 8.389 399 060000 1100 10000 2.500 400 060001 10000 30000 3.000 401 060002 30000 40000 7.000 402 060003 40000 20000 3.000 403 060004 20000 2100 2.500 404 060010 10001 30001 3.000 405 060011 30001 81001 0.500 406 060012 81001 82001 6.000 407 060013 82001 40001 0.500 408 060014 40001 20001 3.000 409 060020 10002 30002 3.000 410 060021 30002 81002 0.500 411 060022 81002 82002 6.000 412 060023 82002 40002 0.500 413 060024 40002 20002 3.000 414 060100 1101 10100 2.500 415 060101 10100 30100 3.000 416 060102 30100 40100 7.000 417 060103 40100 20100 3.000 418 060104 20100 2101 2.500 419 060110 10101 30101 3.000 420 060111 30101 81011 0.500 421 060112 81011 82011 6.000 422 060113 82011 40101 0.500 423 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 19

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)60114 40101 20101 3.000 424 060120 10102 30102 3.000 425 060121 30102 81012 0.500 426 060122 81012 82012 6.000 427 060123 82012 40102 0.500 428 060124 40102 20102 3.000 429 060200 1102 10200 2.500 430 060201 10200 30200 3.000 431 060202 30200 40200 7.000 432 060203 40200 20200 3.000 433 060204 20200 2102 2.500 434 060210 10201 30201 3.000 435 060211 30201 81021 0.500 436 060212 81021 82021 6.000 437 060213 82021 40201 0.500 438 060214 40201 20201 3.000 439 060220 10202 30202 3.000 440 060221 30202 81022 0.500 441 060222 81022 82022 6.000 442 060223 82022 40202 0.500 443 060224 40202 20202 3.000 444 060300 1103 10300 2.500 445 060301 10300 30300 3.000 446 060302 30300 40300 7.000 447 060303 40300 20300 3.000 448 060304 20300 2103 2.500 449 060310 10301 30301 3.000 450 060311 30301 81031 0.500 451 060312 81031 82031 6.000 452 060313 82031 40301 0.500 453 060314 40301 20301 3.000 454 060320 10302 30302 3.000 455 060321 30302 81032 0.500 456 060322 81032 82032 6.000 457 060323 82032 40302 0.500 458 060324 40302 20302 3.000 459 060400 1104 10400 2.500 460 060401 10400 30400 3.000 461 060402 30400 40400 7.000 462 060403 40400 20400 3.000 463 060404 20400 2104 2.500 464 060410 10401 30401 3.000 465 060411 30401 81041 0.500 466 060412 81041 82041 6.000 467 060413 82041 40401 0.500 468 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 20

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)60414 40401 20401 3.000 469 060420 10402 30402 3.000 470 060421 30402 81042 0.500 471 060422 81042 82042 6.000 472 060423 82042 40402 0.500 473 060424 40402 20402 3.000 474 060500 1105 10500 2.500 475 060501 10500 30500 3.000 476 060502 30500 40500 7.000 477 060503 40500 20500 3.000 478 060504 20500 2105 2.500 479 060510 10501 30501 3.000 480 060511 30501 81051 0.500 481 060512 81051 82051 6.000 482 060513 82051 40501 0.500 483 060514 40501 20501 3.000 484 060520 10502 30502 3.000 485 060521 30502 81052 0.500 486 060522 81052 82052 6.000 487 060523 82052 40502 0.500 488 060524 40502 20502 3.000 489 060600 1106 10600 2.500 490 060601 10600 30600 3.000 491 060602 30600 40600 7.000 492 060603 40600 20600 3.000 493 060604 20600 2106 2.500 494 060610 10601 30601 3.000 495 060611 30601 81061 0.500 496 060612 81061 82061 6.000 497 060613 82061 40601 0.500 498 060614 40601 20601 3.000 499 060620 10602 30602 3.000 500 060621 30602 81062 0.500 501 060622 81062 82062 6.000 502 060623 82062 40602 0.500 503 060624 40602 20602 3.000 504 060700 1107 10700 2.500 505 060701 10700 30700 3.000 506 060702 30700 40700 7.000 507 060703 40700 20700 3.000 508 060704 20700 2107 2.500 509 060710 10701 30701 3.000 510 060711 30701 81071 0.500 511 060712 81071 82071 6.000 512 060713 82071 40701 0.500 513 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 21

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)60714 40701 20701 3.000 514 060720 10702 30702 3.000 515 060721 30702 81072 0.500 516 060722 81072 82072 6.000 517 060723 82072 40702 0.500 518 060724 40702 20702 3.000 519 060800 1108 10800 2.500 520 060801 10800 30800 3.000 521 060802 30800 40800 7.000 522 060803 40800 20800 3.000 523 060804 20800 2108 2.500 524 060810 10801 30801 3.000 525 060811 30801 81081 0.500 526 060812 81081 82081 6.000 527 060813 82081 40801 0.500 528 060814 40801 20801 3.000 529 060820 10802 30802 3.000 530 060821 30802 81082 0.500 531 060822 81082 82082 6.000 532 060823 82082 40802 0.500 533 060824 40802 20802 3.000 534 060900 1109 10900 2.500 535 060901 10900 30900 3.000 536 060902 30900 40900 7.000 537 060903 40900 20900 3.000 538 060904 20900 2109 2.500 539 060910 10901 30901 3.000 540 060911 30901 81091 0.500 541 060912 81091 82091 6.000 542 060913 82091 40901 0.500 543 060914 40901 20901 3.000 544 060920 10902 30902 3.000 545 060921 30902 81092 0.500 546 060922 81092 82092 6.000 547 060923 82092 40902 0.500 548 060924 40902 20902 3.000 549 061000 1110 11000 2.500 550 061001 11000 31000 3.000 551 061002 31000 41000 7.000 552 061003 41000 21000 3.000 553 061004 21000 2110 2.500 554 061010 11001 31001 3.000 555 061011 31001 81101 0.500 556 061012 81101 82101 6.000 557 061013 82101 41001 0.500 558 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 22

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)61014 41001 21001 3.000 559 061020 11002 31002 3.000 560 061021 31002 81102 0.500 561 061022 81102 82102 6.000 562 061023 82102 41002 0.500 563 061024 41002 21002 3.000 564 061100 1111 11100 2.500 565 061101 11100 31100 3.000 566 061102 31100 41100 7.000 567 061103 41100 21100 3.000 568 061104 21100 2111 2.500 569 061110 11101 31101 3.000 570 061111 31101 81111 0.500 571 061112 81111 82111 6.000 572 061113 82111 41101 0.500 573 061114 41101 21101 3.000 574 061120 11102 31102 3.000 575 061121 31102 81112 0.500 576 061122 81112 82112 6.000 577 061123 82112 41102 0.500 578 061124 41102 21102 3.000 579 061200 1112 11200 2.500 580 061201 11200 31200 3.000 581 061202 31200 41200 7.000 582 061203 41200 21200 3.000 583 061204 21200 2112 2.500 584 090000 1100 81001 10.314 585 090001 81001 90000 5.157 585 090002 90000 82002 5.157 585 090003 82002 2101 10.314 585 090004 2100 82001 10.314 585 090005 82001 90000 5.157 585 090006 90000 81002 5.157 585 090007 81002 1101 10.314 585 090100 1101 81011 10.314 586 090101 81011 90001 5.157 586 090102 90001 82012 5.157 586 090103 82012 2102 10.314 586 090104 2101 82011 10.314 586 090105 82011 90001 5.157 586 090106 90001 81012 5.157 586 090107 81012 1102 10.314 586 090200 1102 81021 10.314 587 4590201 81021 90002 5.157 587 4590202 90002 82022 5.157 587 45


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 23

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)90203 82022 2103 10.314 587 4590204 2102 82021 10.314 587 4590205 82021 90002 5.157 587 4590206 90002 81022 5.157 587 4590207 81022 1103 10.314 587 4590300 1103 81031 10.314 588 4590301 81031 90003 5.157 588 4590302 90003 82032 5.157 588 4590303 82032 2104 10.314 588 4590304 2103 82031 10.314 588 4590305 82031 90003 5.157 588 4590306 90003 81032 5.157 588 4590307 81032 1104 10.314 588 4590400 1104 81041 10.314 589 4590401 81041 90004 5.157 589 4590402 90004 82042 5.157 589 4590403 82042 2105 10.314 589 4590404 2104 82041 10.314 589 4590405 82041 90004 5.157 589 4590406 90004 81042 5.157 589 4590407 81042 1105 10.314 589 4590500 1105 81051 10.314 590 4590501 81051 90005 5.157 590 4590502 90005 82052 5.156 590 4590503 82052 2106 10.314 590 4590504 2105 82051 10.314 590 4590505 82051 90005 5.157 590 4590506 90005 81052 5.156 590 4590507 81052 1106 10.314 590 4590600 1106 81061 10.314 591 4590601 81061 90006 5.156 591 4590602 90006 82062 5.157 591 4590603 82062 2107 10.314 591 4590604 2106 82061 10.314 591 4590605 82061 90006 5.156 591 4590606 90006 81062 5.157 591 4590607 81062 1107 10.314 591 4590700 1107 81071 10.314 592 4590701 81071 90007 5.157 592 4590702 90007 82072 5.157 592 4590703 82072 2108 10.314 592 4590704 2107 82071 10.314 592 4590705 82071 90007 5.157 592 4590706 90007 81072 5.157 592 4590707 81072 1108 10.314 592 45


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 24

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Property

(degrees)90800 1108 81081 10.314 593 4590801 81081 90008 5.157 593 4590802 90008 82082 5.157 593 4590803 82082 2109 10.314 593 4590804 2108 82081 10.314 593 4590805 82081 90008 5.157 593 4590806 90008 81082 5.157 593 4590807 81082 1109 10.314 593 4590900 1109 81091 10.314 594 4590901 81091 90009 5.157 594 4590902 90009 82092 5.157 594 4590903 82092 2110 10.314 594 4590904 2109 82091 10.314 594 4590905 82091 90009 5.157 594 4590906 90009 81092 5.157 594 4590907 81092 1110 10.314 594 4591000 1110 81101 10.314 595 091001 81101 90010 5.157 595 091002 90010 82102 5.157 595 091003 82102 2111 10.314 595 091004 2110 82101 10.314 595 091005 82101 90010 5.157 595 091006 90010 81102 5.157 595 091007 81102 1111 10.314 595 091100 1111 81111 10.314 596 091101 81111 90011 5.157 596 091102 90011 82112 5.157 596 091103 82112 2112 10.314 596 091104 2111 82111 10.314 596 091105 82111 90011 5.157 596 091106 90011 81112 5.157 596 091107 81112 1112 10.314 596 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 25

Kaw River Bridge

CTG 26-Apr-17 NRF



Section PropertiesProp Section Area

(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

1 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL2 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL3 Prismatic General 66.000 9.2 E +3 352.000 1.000 STEEL4 Prismatic General 66.000 10.5 E +3 352.000 1.000 STEEL5 Prismatic General 84.000 7.06 E +3 448.000 1.000 STEEL6 Prismatic General 84.000 9.07 E +3 448.000 1.000 STEEL7 Prismatic General 84.000 9.07 E +3 448.000 1.000 STEEL8 Prismatic General 84.000 7.06 E +3 448.000 1.000 STEEL9 Prismatic General 66.000 10.5 E +3 352.000 1.000 STEEL

10 Prismatic General 66.000 9.2 E +3 352.000 1.000 STEEL11 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL12 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL13 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL14 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL15 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL16 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL17 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL18 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL19 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL20 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL21 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL22 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL23 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL24 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL25 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL26 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL27 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL28 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL29 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL30 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL31 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL32 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL33 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL34 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL35 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL36 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL37 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL38 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL39 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL40 Prismatic General 40.000 2.37 E +3 213.330 1.000 STEEL41 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL42 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL43 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL44 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL45 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 26

Kaw River Bridge

CTG 26-Apr-17 NRF



Section Properties Cont...Prop Section Area

(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

46 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL47 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL48 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL49 Prismatic General 40.000 2.37 E +3 213.330 1.000 STEEL50 Prismatic General 19.800 540.810 626.820 1.000 STEEL51 Prismatic General 19.800 540.810 626.820 1.000 STEEL52 Prismatic General 19.800 540.810 626.820 1.000 STEEL53 Prismatic General 19.800 540.810 626.820 1.000 STEEL54 Prismatic General 8.438 219.030 244.050 1.000 STEEL55 Prismatic General 8.438 219.030 244.050 1.000 STEEL56 Prismatic General 8.438 219.030 244.050 1.000 STEEL57 Prismatic General 8.438 219.030 244.050 1.000 STEEL58 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL59 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL60 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL61 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL62 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL63 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL64 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL65 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL66 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL67 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL68 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL69 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL70 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL71 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL72 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL73 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL74 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL75 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL76 Prismatic General 66.000 9.2 E +3 352.000 1.000 STEEL77 Prismatic General 66.000 10.5 E +3 352.000 1.000 STEEL78 Prismatic General 84.000 7.06 E +3 448.000 1.000 STEEL79 Prismatic General 84.000 9.07 E +3 448.000 1.000 STEEL80 Prismatic General 84.000 9.07 E +3 448.000 1.000 STEEL81 Prismatic General 84.000 7.06 E +3 448.000 1.000 STEEL82 Prismatic General 66.000 10.5 E +3 352.000 1.000 STEEL83 Prismatic General 66.000 9.2 E +3 352.000 1.000 STEEL84 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL85 Prismatic General 39.438 7.59 E +3 3.17 E +3 1.000 STEEL86 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL87 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL88 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL89 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL90 Prismatic General 35.000 1.82 E +3 1.85 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 27

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

91 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL92 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL93 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL94 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL95 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL96 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL97 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL98 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL99 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL

100 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL101 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL102 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL103 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL104 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL105 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL106 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL107 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL108 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL109 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL110 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL111 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL112 Prismatic General 19.800 1.03 E +3 626.820 1.000 STEEL113 Prismatic General 40.000 2.37 E +3 213.330 1.000 STEEL114 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL115 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL116 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL117 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL118 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL119 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL120 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL121 Prismatic General 38.688 3.6 E +3 2.18 E +3 1.000 STEEL122 Prismatic General 40.000 2.37 E +3 213.330 1.000 STEEL123 Prismatic General 19.800 540.810 626.820 1.000 STEEL124 Prismatic General 19.800 540.810 626.820 1.000 STEEL125 Prismatic General 19.800 540.810 626.820 1.000 STEEL126 Prismatic General 19.800 540.810 626.820 1.000 STEEL127 Prismatic General 8.438 219.030 244.050 1.000 STEEL128 Prismatic General 8.438 219.030 244.050 1.000 STEEL129 Prismatic General 8.438 219.030 244.050 1.000 STEEL130 Prismatic General 8.438 219.030 244.050 1.000 STEEL131 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL132 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL133 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL134 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL135 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 28

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

136 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL137 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL138 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL139 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL140 Prismatic General 93.023 10.8 E +3 8.43 E +3 1.000 STEEL141 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL142 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL143 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL144 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL145 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL146 Prismatic General 72.711 8.23 E +3 7.9 E +3 1.000 STEEL147 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL148 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL149 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL150 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL151 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL152 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL153 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL154 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL155 Prismatic General 12.188 33.270 1.75 E +3 1.000 STEEL156 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL157 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL158 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL159 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL160 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL161 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL162 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL163 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL164 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL165 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL166 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL167 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL168 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL169 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL170 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL171 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL172 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL173 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL174 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL175 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL176 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL177 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL178 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL179 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL180 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 29

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

181 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL182 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL183 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL184 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL185 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL186 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL187 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL188 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL189 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL190 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL191 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL192 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL193 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL194 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL195 Prismatic General 23.453 72.070 2.39 E +3 1.000 STEEL196 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL197 Prismatic General 12.188 82.230 1.77 E +3 1.000 STEEL198 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL199 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL200 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL201 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL202 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL203 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL204 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL205 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL206 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL207 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL208 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL209 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL210 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL211 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL212 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL213 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL214 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL215 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL216 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL217 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL218 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL219 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL220 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL221 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL222 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL223 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL224 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL225 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 30

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

226 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL227 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL228 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL229 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL230 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL231 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL232 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL233 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL234 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL235 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL236 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL237 Prismatic General 8.438 21.850 1.35 E +3 1.000 STEEL238 Prismatic General 10.234 27.510 369.220 1.000 STEEL239 Prismatic General 10.234 27.510 369.220 1.000 STEEL240 Prismatic General 10.234 27.510 369.220 1.000 STEEL241 Prismatic General 10.234 27.510 369.220 1.000 STEEL242 Prismatic General 10.234 27.510 369.220 1.000 STEEL243 Prismatic General 10.234 27.510 369.220 1.000 STEEL244 Prismatic General 10.234 27.510 369.220 1.000 STEEL245 Prismatic General 10.234 27.510 369.220 1.000 STEEL246 Prismatic General 10.234 27.510 369.220 1.000 STEEL247 L50355 2.563 7.835 1.502 0.085 STEEL248 L50355 2.563 7.835 1.502 0.085 STEEL249 L50355 2.563 7.835 1.502 0.085 STEEL250 L50355 2.563 7.835 1.502 0.085 STEEL251 L50355 2.563 7.835 1.502 0.085 STEEL252 L50355 2.563 7.835 1.502 0.085 STEEL253 L50355 2.563 7.835 1.502 0.085 STEEL254 L50355 2.563 7.835 1.502 0.085 STEEL255 L50355 2.563 7.835 1.502 0.085 STEEL256 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL257 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL258 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL259 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL260 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL261 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL262 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL263 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL264 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL265 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL266 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL267 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL268 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL269 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL270 Prismatic General 53.906 384.430 11.3 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 31

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 32

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 33

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 34

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 35

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 36

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 37

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

541 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL542 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL543 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL544 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL545 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL546 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL547 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL548 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL549 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL550 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL551 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL552 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL553 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL554 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL555 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL556 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL557 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL558 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL559 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL560 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL561 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL562 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL563 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL564 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL565 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL566 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL567 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL568 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL569 Prismatic General 57.070 477.623 12.6 E +3 1.000 STEEL570 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL571 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL572 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL573 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL574 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL575 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL576 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL577 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL578 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL579 Prismatic General 31.234 47.560 3.23 E +3 1.000 STEEL580 Prismatic General 58.070 477.860 12.7 E +3 1.000 STEEL581 Prismatic General 58.070 477.860 12.7 E +3 1.000 STEEL582 Prismatic General 58.070 477.860 12.7 E +3 1.000 STEEL583 Prismatic General 58.070 477.860 12.7 E +3 1.000 STEEL584 Prismatic General 58.070 477.860 12.7 E +3 1.000 STEEL585 L60608 LD 11.500 72.458 39.816 0.979 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 38

Kaw River Bridge

CTG 26-Apr-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

586 L60608 LD 11.500 72.458 39.816 0.979 STEEL587 L60608 5.750 31.745 8.071 0.490 STEEL588 L60608 5.750 31.745 8.071 0.490 STEEL589 L60608 5.750 31.745 8.071 0.490 STEEL590 L60608 5.750 31.745 8.071 0.490 STEEL591 L60608 5.750 31.745 8.071 0.490 STEEL592 L60608 5.750 31.745 8.071 0.490 STEEL593 L60608 5.750 31.745 8.071 0.490 STEEL594 L60608 5.750 31.745 8.071 0.490 STEEL595 L60608 LD 11.500 72.458 39.816 0.979 STEEL596 L60608 LD 11.500 72.458 39.816 0.979 STEEL

MaterialsMat Name E

(kip/in2) Density

(kip/in3)

(/°F)1 STEEL 29 E +3 0.300 0.000 6 E -62 STAINLESSSTEEL 28 E +3 0.300 0.000 9.9 E -63 ALUMINUM 10 E +3 0.330 0.000 12.8 E -64 CONCRETE 3.15 E +3 0.170 0.000 5.5 E -6

SupportsThere is no data of this type.

ReleasesBeam ends not shown in this table are fixed in all directions.Beam Node x y z rx ry rz

1100 1100 Fixed Fixed Fixed Fixed Pin Pin1100 1101 Fixed Fixed Fixed Fixed Pin Pin1101 1101 Fixed Fixed Fixed Fixed Pin Pin1101 1102 Fixed Fixed Fixed Fixed Pin Pin1102 1102 Fixed Fixed Fixed Fixed Pin Pin1102 1103 Fixed Fixed Fixed Fixed Pin Pin1103 1103 Fixed Fixed Fixed Fixed Pin Pin1103 1104 Fixed Fixed Fixed Fixed Pin Pin1104 1104 Fixed Fixed Fixed Fixed Pin Pin1104 1105 Fixed Fixed Fixed Fixed Pin Pin1105 1105 Fixed Fixed Fixed Fixed Pin Pin1105 1106 Fixed Fixed Fixed Fixed Pin Pin1106 1106 Fixed Fixed Fixed Fixed Pin Pin1106 1107 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 39

Kaw River Bridge

CTG 26-Apr-17 NRF



Releases Cont...Beam Node x y z rx ry rz

1107 1107 Fixed Fixed Fixed Fixed Pin Pin1107 1108 Fixed Fixed Fixed Fixed Pin Pin1108 1108 Fixed Fixed Fixed Fixed Pin Pin1108 1109 Fixed Fixed Fixed Fixed Pin Pin1109 1109 Fixed Fixed Fixed Fixed Pin Pin1109 1110 Fixed Fixed Fixed Fixed Pin Pin1110 1110 Fixed Fixed Fixed Fixed Pin Pin1110 1111 Fixed Fixed Fixed Fixed Pin Pin1111 1111 Fixed Fixed Fixed Fixed Pin Pin1111 1112 Fixed Fixed Fixed Fixed Pin Pin1201 1501 Fixed Fixed Fixed Fixed Pin Pin1201 1101 Fixed Fixed Fixed Fixed Pin Pin1202 1502 Fixed Fixed Fixed Fixed Pin Pin1203 1102 Fixed Fixed Fixed Fixed Pin Pin1209 1510 Fixed Fixed Fixed Fixed Pin Pin1210 1110 Fixed Fixed Fixed Fixed Pin Pin1211 1511 Fixed Fixed Fixed Fixed Pin Pin1211 1111 Fixed Fixed Fixed Fixed Pin Pin1230 1503 Fixed Fixed Fixed Fixed Pin Pin1232 1103 Fixed Fixed Fixed Fixed Pin Pin1240 1504 Fixed Fixed Fixed Fixed Pin Pin1242 1104 Fixed Fixed Fixed Fixed Pin Pin1250 1505 Fixed Fixed Fixed Fixed Pin Pin1252 1105 Fixed Fixed Fixed Fixed Pin Pin1260 1506 Fixed Fixed Fixed Fixed Pin Pin1262 1106 Fixed Fixed Fixed Fixed Pin Pin1270 1507 Fixed Fixed Fixed Fixed Pin Pin1272 1107 Fixed Fixed Fixed Fixed Pin Pin1280 1508 Fixed Fixed Fixed Fixed Pin Pin1282 1108 Fixed Fixed Fixed Fixed Pin Pin1290 1509 Fixed Fixed Fixed Fixed Pin Pin1292 1109 Fixed Fixed Fixed Fixed Pin Pin1301 1501 Fixed Fixed Fixed Fixed Pin Pin1301 1102 Fixed Fixed Fixed Fixed Pin Pin1302 1502 Fixed Fixed Fixed Fixed Pin Pin1303 1104 Fixed Fixed Fixed Fixed Pin Pin1304 1504 Fixed Fixed Fixed Fixed Pin Pin1305 1106 Fixed Fixed Fixed Fixed Pin Pin1306 1106 Fixed Fixed Fixed Fixed Pin Pin1307 1508 Fixed Fixed Fixed Fixed Pin Pin1308 1108 Fixed Fixed Fixed Fixed Pin Pin1309 1510 Fixed Fixed Fixed Fixed Pin Pin1310 1511 Fixed Fixed Fixed Fixed Pin Pin1310 1110 Fixed Fixed Fixed Fixed Pin Pin1382 1303 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 40

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 41

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 42

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 43

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 44

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 45

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 46

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 47

Kaw River Bridge

CTG 26-Apr-17 NRF




9063 9006 Fixed Fixed Fixed Fixed Pin Pin9063 2506 Fixed Fixed Fixed Fixed Pin Pin9070 1507 Fixed Fixed Fixed Fixed Pin Pin9070 9007 Fixed Fixed Fixed Fixed Pin Pin9071 9007 Fixed Fixed Fixed Fixed Pin Pin9071 2407 Fixed Fixed Fixed Fixed Pin Pin9072 1407 Fixed Fixed Fixed Fixed Pin Pin9072 9007 Fixed Fixed Fixed Fixed Pin Pin9073 9007 Fixed Fixed Fixed Fixed Pin Pin9073 2507 Fixed Fixed Fixed Fixed Pin Pin9080 1508 Fixed Fixed Fixed Fixed Pin Pin9080 9008 Fixed Fixed Fixed Fixed Pin Pin9081 9008 Fixed Fixed Fixed Fixed Pin Pin9081 2408 Fixed Fixed Fixed Fixed Pin Pin9082 1408 Fixed Fixed Fixed Fixed Pin Pin9082 9008 Fixed Fixed Fixed Fixed Pin Pin9083 9008 Fixed Fixed Fixed Fixed Pin Pin9083 2508 Fixed Fixed Fixed Fixed Pin Pin9090 1509 Fixed Fixed Fixed Fixed Pin Pin9090 9009 Fixed Fixed Fixed Fixed Pin Pin9091 9009 Fixed Fixed Fixed Fixed Pin Pin9091 2409 Fixed Fixed Fixed Fixed Pin Pin9092 1409 Fixed Fixed Fixed Fixed Pin Pin9092 9009 Fixed Fixed Fixed Fixed Pin Pin9093 9009 Fixed Fixed Fixed Fixed Pin Pin9093 2509 Fixed Fixed Fixed Fixed Pin Pin9100 1510 Fixed Fixed Fixed Fixed Pin Pin9100 9010 Fixed Fixed Fixed Fixed Pin Pin9101 9010 Fixed Fixed Fixed Fixed Pin Pin9101 2410 Fixed Fixed Fixed Fixed Pin Pin9102 1410 Fixed Fixed Fixed Fixed Pin Pin9102 9010 Fixed Fixed Fixed Fixed Pin Pin9103 9010 Fixed Fixed Fixed Fixed Pin Pin9103 2510 Fixed Fixed Fixed Fixed Pin Pin

10000 10000 Fixed Fixed Fixed Fixed Pin Pin10002 10100 Fixed Fixed Fixed Fixed Pin Pin10003 10100 Fixed Fixed Fixed Fixed Pin Pin10005 10200 Fixed Fixed Fixed Fixed Pin Pin10006 10200 Fixed Fixed Fixed Fixed Pin Pin10008 10300 Fixed Fixed Fixed Fixed Pin Pin10009 10300 Fixed Fixed Fixed Fixed Pin Pin10011 10400 Fixed Fixed Fixed Fixed Pin Pin10012 10400 Fixed Fixed Fixed Fixed Pin Pin10014 10500 Fixed Fixed Fixed Fixed Pin Pin10015 10500 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 48

Kaw River Bridge

CTG 26-Apr-17 NRF




10017 10600 Fixed Fixed Fixed Fixed Pin Pin10018 10600 Fixed Fixed Fixed Fixed Pin Pin10020 10700 Fixed Fixed Fixed Fixed Pin Pin10021 10700 Fixed Fixed Fixed Fixed Pin Pin10023 10800 Fixed Fixed Fixed Fixed Pin Pin10024 10800 Fixed Fixed Fixed Fixed Pin Pin10026 10900 Fixed Fixed Fixed Fixed Pin Pin10027 10900 Fixed Fixed Fixed Fixed Pin Pin10029 11000 Fixed Fixed Fixed Fixed Pin Pin10030 11000 Fixed Fixed Fixed Fixed Pin Pin10032 11100 Fixed Fixed Fixed Fixed Pin Pin10033 11100 Fixed Fixed Fixed Fixed Pin Pin10035 11200 Fixed Fixed Fixed Fixed Pin Pin20000 20000 Fixed Fixed Fixed Fixed Pin Pin20002 20100 Fixed Fixed Fixed Fixed Pin Pin20003 20100 Fixed Fixed Fixed Fixed Pin Pin20005 20200 Fixed Fixed Fixed Fixed Pin Pin20006 20200 Fixed Fixed Fixed Fixed Pin Pin20008 20300 Fixed Fixed Fixed Fixed Pin Pin20009 20300 Fixed Fixed Fixed Fixed Pin Pin20011 20400 Fixed Fixed Fixed Fixed Pin Pin20012 20400 Fixed Fixed Fixed Fixed Pin Pin20014 20500 Fixed Fixed Fixed Fixed Pin Pin20015 20500 Fixed Fixed Fixed Fixed Pin Pin20017 20600 Fixed Fixed Fixed Fixed Pin Pin20018 20600 Fixed Fixed Fixed Fixed Pin Pin20020 20700 Fixed Fixed Fixed Fixed Pin Pin20021 20700 Fixed Fixed Fixed Fixed Pin Pin20023 20800 Fixed Fixed Fixed Fixed Pin Pin20024 20800 Fixed Fixed Fixed Fixed Pin Pin20026 20900 Fixed Fixed Fixed Fixed Pin Pin20027 20900 Fixed Fixed Fixed Fixed Pin Pin20029 21000 Fixed Fixed Fixed Fixed Pin Pin20030 21000 Fixed Fixed Fixed Fixed Pin Pin20032 21100 Fixed Fixed Fixed Fixed Pin Pin20033 21100 Fixed Fixed Fixed Fixed Pin Pin20035 21200 Fixed Fixed Fixed Fixed Pin Pin30000 30000 Slide Fixed Fixed Fixed Fixed Fixed30000 30001 Fixed Fixed Fixed Fixed Pin Pin30001 30001 Slide Fixed Fixed Fixed Fixed Fixed30001 30002 Fixed Fixed Fixed Fixed Pin Pin30002 30002 Slide Fixed Fixed Fixed Fixed Fixed30002 30100 Fixed Fixed Fixed Fixed Pin Pin30003 30100 Slide Fixed Fixed Fixed Fixed Fixed30003 30101 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 49

Kaw River Bridge

CTG 26-Apr-17 NRF




30004 30101 Slide Fixed Fixed Fixed Fixed Fixed30004 30102 Fixed Fixed Fixed Fixed Pin Pin30005 30102 Slide Fixed Fixed Fixed Fixed Fixed30005 30200 Fixed Fixed Fixed Fixed Pin Pin30006 30200 Slide Fixed Fixed Fixed Fixed Fixed30006 30201 Fixed Fixed Fixed Fixed Pin Pin30007 30201 Slide Fixed Fixed Fixed Fixed Fixed30007 30202 Fixed Fixed Fixed Fixed Pin Pin30008 30202 Slide Fixed Fixed Fixed Fixed Fixed30008 30300 Fixed Fixed Fixed Fixed Pin Pin30009 30300 Slide Fixed Fixed Fixed Fixed Fixed30009 30301 Fixed Fixed Fixed Fixed Pin Pin30010 30301 Slide Fixed Fixed Fixed Fixed Fixed30010 30302 Fixed Fixed Fixed Fixed Pin Pin30011 30302 Slide Fixed Fixed Fixed Fixed Fixed30011 30400 Fixed Fixed Fixed Fixed Pin Pin30012 30400 Slide Fixed Fixed Fixed Fixed Fixed30012 30401 Fixed Fixed Fixed Fixed Pin Pin30013 30401 Slide Fixed Fixed Fixed Fixed Fixed30013 30402 Fixed Fixed Fixed Fixed Pin Pin30014 30402 Slide Fixed Fixed Fixed Fixed Fixed30014 30500 Fixed Fixed Fixed Fixed Pin Pin30015 30500 Slide Fixed Fixed Fixed Fixed Fixed30015 30501 Fixed Fixed Fixed Fixed Pin Pin30016 30501 Slide Fixed Fixed Fixed Fixed Fixed30016 30502 Fixed Fixed Fixed Fixed Pin Pin30017 30502 Slide Fixed Fixed Fixed Fixed Fixed30017 30600 Fixed Fixed Fixed Fixed Pin Pin30018 30600 Slide Fixed Fixed Fixed Fixed Fixed30018 30601 Fixed Fixed Fixed Fixed Pin Pin30019 30601 Slide Fixed Fixed Fixed Fixed Fixed30019 30602 Fixed Fixed Fixed Fixed Pin Pin30020 30602 Slide Fixed Fixed Fixed Fixed Fixed30020 30700 Fixed Fixed Fixed Fixed Pin Pin30021 30700 Slide Fixed Fixed Fixed Fixed Fixed30021 30701 Fixed Fixed Fixed Fixed Pin Pin30022 30701 Slide Fixed Fixed Fixed Fixed Fixed30022 30702 Fixed Fixed Fixed Fixed Pin Pin30023 30702 Slide Fixed Fixed Fixed Fixed Fixed30023 30800 Fixed Fixed Fixed Fixed Pin Pin30024 30800 Slide Fixed Fixed Fixed Fixed Fixed30024 30801 Fixed Fixed Fixed Fixed Pin Pin30025 30801 Slide Fixed Fixed Fixed Fixed Fixed30025 30802 Fixed Fixed Fixed Fixed Pin Pin30026 30802 Slide Fixed Fixed Fixed Fixed Fixed


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 50

Kaw River Bridge

CTG 26-Apr-17 NRF




30026 30900 Fixed Fixed Fixed Fixed Pin Pin30027 30900 Slide Fixed Fixed Fixed Fixed Fixed30027 30901 Fixed Fixed Fixed Fixed Pin Pin30028 30901 Slide Fixed Fixed Fixed Fixed Fixed30028 30902 Fixed Fixed Fixed Fixed Pin Pin30029 30902 Slide Fixed Fixed Fixed Fixed Fixed30029 31000 Fixed Fixed Fixed Fixed Pin Pin30030 31000 Slide Fixed Fixed Fixed Fixed Fixed30030 31001 Fixed Fixed Fixed Fixed Pin Pin30031 31001 Slide Fixed Fixed Fixed Fixed Fixed30031 31002 Fixed Fixed Fixed Fixed Pin Pin30032 31002 Slide Fixed Fixed Fixed Fixed Fixed30032 31100 Fixed Fixed Fixed Fixed Pin Pin30033 31100 Slide Fixed Fixed Fixed Fixed Fixed30033 31101 Fixed Fixed Fixed Fixed Pin Pin30034 31101 Slide Fixed Fixed Fixed Fixed Fixed30034 31102 Fixed Fixed Fixed Fixed Pin Pin30035 31102 Slide Fixed Fixed Fixed Fixed Fixed30035 31200 Fixed Fixed Fixed Fixed Pin Pin40000 40000 Slide Fixed Fixed Fixed Fixed Fixed40000 40001 Fixed Fixed Fixed Fixed Pin Pin40001 40001 Slide Fixed Fixed Fixed Fixed Fixed40001 40002 Fixed Fixed Fixed Fixed Pin Pin40002 40002 Slide Fixed Fixed Fixed Fixed Fixed40002 40100 Fixed Fixed Fixed Fixed Pin Pin40003 40100 Slide Fixed Fixed Fixed Fixed Fixed40003 40101 Fixed Fixed Fixed Fixed Pin Pin40004 40101 Slide Fixed Fixed Fixed Fixed Fixed40004 40102 Fixed Fixed Fixed Fixed Pin Pin40005 40102 Slide Fixed Fixed Fixed Fixed Fixed40005 40200 Fixed Fixed Fixed Fixed Pin Pin40006 40200 Slide Fixed Fixed Fixed Fixed Fixed40006 40201 Fixed Fixed Fixed Fixed Pin Pin40007 40201 Slide Fixed Fixed Fixed Fixed Fixed40007 40202 Fixed Fixed Fixed Fixed Pin Pin40008 40202 Slide Fixed Fixed Fixed Fixed Fixed40008 40300 Fixed Fixed Fixed Fixed Pin Pin40009 40300 Slide Fixed Fixed Fixed Fixed Fixed40009 40301 Fixed Fixed Fixed Fixed Pin Pin40010 40301 Slide Fixed Fixed Fixed Fixed Fixed40010 40302 Fixed Fixed Fixed Fixed Pin Pin40011 40302 Slide Fixed Fixed Fixed Fixed Fixed40011 40400 Fixed Fixed Fixed Fixed Pin Pin40012 40400 Slide Fixed Fixed Fixed Fixed Fixed40012 40401 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 51

Kaw River Bridge

CTG 26-Apr-17 NRF




40013 40401 Slide Fixed Fixed Fixed Fixed Fixed40013 40402 Fixed Fixed Fixed Fixed Pin Pin40014 40402 Slide Fixed Fixed Fixed Fixed Fixed40014 40500 Fixed Fixed Fixed Fixed Pin Pin40015 40500 Slide Fixed Fixed Fixed Fixed Fixed40015 40501 Fixed Fixed Fixed Fixed Pin Pin40016 40501 Slide Fixed Fixed Fixed Fixed Fixed40016 40502 Fixed Fixed Fixed Fixed Pin Pin40017 40502 Slide Fixed Fixed Fixed Fixed Fixed40017 40600 Fixed Fixed Fixed Fixed Pin Pin40018 40600 Slide Fixed Fixed Fixed Fixed Fixed40018 40601 Fixed Fixed Fixed Fixed Pin Pin40019 40601 Slide Fixed Fixed Fixed Fixed Fixed40019 40602 Fixed Fixed Fixed Fixed Pin Pin40020 40602 Slide Fixed Fixed Fixed Fixed Fixed40020 40700 Fixed Fixed Fixed Fixed Pin Pin40021 40700 Slide Fixed Fixed Fixed Fixed Fixed40021 40701 Fixed Fixed Fixed Fixed Pin Pin40022 40701 Slide Fixed Fixed Fixed Fixed Fixed40022 40702 Fixed Fixed Fixed Fixed Pin Pin40023 40702 Slide Fixed Fixed Fixed Fixed Fixed40023 40800 Fixed Fixed Fixed Fixed Pin Pin40024 40800 Slide Fixed Fixed Fixed Fixed Fixed40024 40801 Fixed Fixed Fixed Fixed Pin Pin40025 40801 Slide Fixed Fixed Fixed Fixed Fixed40025 40802 Fixed Fixed Fixed Fixed Pin Pin40026 40802 Slide Fixed Fixed Fixed Fixed Fixed40026 40900 Fixed Fixed Fixed Fixed Pin Pin40027 40900 Slide Fixed Fixed Fixed Fixed Fixed40027 40901 Fixed Fixed Fixed Fixed Pin Pin40028 40901 Slide Fixed Fixed Fixed Fixed Fixed40028 40902 Fixed Fixed Fixed Fixed Pin Pin40029 40902 Slide Fixed Fixed Fixed Fixed Fixed40029 41000 Fixed Fixed Fixed Fixed Pin Pin40030 41000 Slide Fixed Fixed Fixed Fixed Fixed40030 41001 Fixed Fixed Fixed Fixed Pin Pin40031 41001 Slide Fixed Fixed Fixed Fixed Fixed40031 41002 Fixed Fixed Fixed Fixed Pin Pin40032 41002 Slide Fixed Fixed Fixed Fixed Fixed40032 41100 Fixed Fixed Fixed Fixed Pin Pin40033 41100 Slide Fixed Fixed Fixed Fixed Fixed40033 41101 Fixed Fixed Fixed Fixed Pin Pin40034 41101 Slide Fixed Fixed Fixed Fixed Fixed40034 41102 Fixed Fixed Fixed Fixed Pin Pin40035 41102 Slide Fixed Fixed Fixed Fixed Fixed


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 52

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 53

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 54

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 55

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 56

Kaw River Bridge

CTG 26-Apr-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 57

Kaw River Bridge

CTG 26-Apr-17 NRF




91005 82101 Fixed Fixed Fixed Fixed Pin Pin91006 81102 Fixed Fixed Fixed Fixed Pin Pin91007 81102 Fixed Fixed Fixed Fixed Pin Pin91007 1111 Fixed Fixed Fixed Fixed Pin Pin91100 1111 Fixed Fixed Fixed Fixed Pin Pin91100 81111 Fixed Fixed Fixed Fixed Pin Pin91101 81111 Fixed Fixed Fixed Fixed Pin Pin91101 90011 Fixed Fixed Fixed Fixed Pin Pin91102 90011 Fixed Fixed Fixed Fixed Pin Pin91102 82112 Fixed Fixed Fixed Fixed Pin Pin91103 82112 Fixed Fixed Fixed Fixed Pin Pin91103 2112 Fixed Fixed Fixed Fixed Pin Pin91104 2111 Fixed Fixed Fixed Fixed Pin Pin91104 82111 Fixed Fixed Fixed Fixed Pin Pin91105 82111 Fixed Fixed Fixed Fixed Pin Pin91106 81112 Fixed Fixed Fixed Fixed Pin Pin91107 81112 Fixed Fixed Fixed Fixed Pin Pin91107 1112 Fixed Fixed Fixed Fixed Pin Pin

Basic Load CasesNumber Name

1 SELFWEIGHT OF STRUCTURE3 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVA4 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVA5 SPAN 2 PHASE 2 DL6 SPAN 2 PHASE 2 LL7 SPAN 2 PHASE 3 DL8 SPAN 2 PHASE 3 LL

Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

11 STRENGTH I FOR PHASE 1 1 SELFWEIGHT OF STRUCTURE 1.253 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVA 1.254 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVA 1.75

12 STRENGTH I FOR PHASE 2 1 SELFWEIGHT OF STRUCTURE 1.255 SPAN 2 PHASE 2 DL 1.256 SPAN 2 PHASE 2 LL 1.75

13 STRENGTH I FOR PHASE 3 1 SELFWEIGHT OF STRUCTURE 1.257 SPAN 2 PHASE 3 DL 1.258 SPAN 2 PHASE 3 LL 1.75


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 58

Kaw River Bridge

CTG 26-Apr-17 NRF



Load GeneratorsThere is no data of this type.

Selfweight : 1 SELFWEIGHT OF STRUCTUREDirection Factor

Y -121.400

Beam Loads : 3 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVATION DLBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -2.69 E +3 - - - -10001 UNI lbf/ft GY -2.69 E +3 - - - -10002 UNI lbf/ft GY -2.69 E +3 - - - -10003 UNI lbf/ft GY -2.69 E +3 - - - -10004 UNI lbf/ft GY -2.69 E +3 - - - -10005 UNI lbf/ft GY -710.000 - - - -10006 UNI lbf/ft GY -710.000 - - - -10007 UNI lbf/ft GY -710.000 - - - -10008 UNI lbf/ft GY -710.000 - - - -10009 UNI lbf/ft GY -710.000 - - - -10010 UNI lbf/ft GY -710.000 - - - -10011 UNI lbf/ft GY -710.000 - - - -10012 UNI lbf/ft GY -710.000 - - - -10013 UNI lbf/ft GY -710.000 - - - -10014 UNI lbf/ft GY -710.000 - - - -10015 UNI lbf/ft GY -710.000 - - - -10016 UNI lbf/ft GY -710.000 - - - -10017 UNI lbf/ft GY -710.000 - - - -10018 UNI lbf/ft GY -710.000 - - - -10019 UNI lbf/ft GY -710.000 - - - -10020 UNI lbf/ft GY -710.000 - - - -10021 UNI lbf/ft GY -710.000 - - - -10022 UNI lbf/ft GY -710.000 - - - -10023 UNI lbf/ft GY -710.000 - - - -10024 UNI lbf/ft GY -710.000 - - - -10025 UNI lbf/ft GY -710.000 - - - -10026 UNI lbf/ft GY -710.000 - - - -10027 UNI lbf/ft GY -710.000 - - - -10028 UNI lbf/ft GY -710.000 - - - -10029 UNI lbf/ft GY -710.000 - - - -10030 UNI lbf/ft GY -710.000 - - - -10031 UNI lbf/ft GY -710.000 - - - -10032 UNI lbf/ft GY -710.000 - - - -10033 UNI lbf/ft GY -710.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 59

Kaw River Bridge

CTG 26-Apr-17 NRF



Beam Loads : 3 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVATION DL Cont...Beam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10034 UNI lbf/ft GY -710.000 - - - -10035 UNI lbf/ft GY -710.000 - - - -20000 UNI lbf/ft GY -2.69 E +3 - - - -20001 UNI lbf/ft GY -2.69 E +3 - - - -20002 UNI lbf/ft GY -2.69 E +3 - - - -20003 UNI lbf/ft GY -2.69 E +3 - - - -20004 UNI lbf/ft GY -2.69 E +3 - - - -20005 UNI lbf/ft GY -710.000 - - - -20006 UNI lbf/ft GY -710.000 - - - -20007 UNI lbf/ft GY -710.000 - - - -20008 UNI lbf/ft GY -710.000 - - - -20009 UNI lbf/ft GY -710.000 - - - -20010 UNI lbf/ft GY -710.000 - - - -20011 UNI lbf/ft GY -710.000 - - - -20012 UNI lbf/ft GY -710.000 - - - -20013 UNI lbf/ft GY -710.000 - - - -20014 UNI lbf/ft GY -710.000 - - - -20015 UNI lbf/ft GY -710.000 - - - -20016 UNI lbf/ft GY -710.000 - - - -20017 UNI lbf/ft GY -710.000 - - - -20018 UNI lbf/ft GY -710.000 - - - -20019 UNI lbf/ft GY -710.000 - - - -20020 UNI lbf/ft GY -710.000 - - - -20021 UNI lbf/ft GY -710.000 - - - -20022 UNI lbf/ft GY -710.000 - - - -20023 UNI lbf/ft GY -710.000 - - - -20024 UNI lbf/ft GY -710.000 - - - -20025 UNI lbf/ft GY -710.000 - - - -20026 UNI lbf/ft GY -710.000 - - - -20027 UNI lbf/ft GY -710.000 - - - -20028 UNI lbf/ft GY -710.000 - - - -20029 UNI lbf/ft GY -710.000 - - - -20030 UNI lbf/ft GY -710.000 - - - -20031 UNI lbf/ft GY -710.000 - - - -20032 UNI lbf/ft GY -710.000 - - - -20033 UNI lbf/ft GY -710.000 - - - -20034 UNI lbf/ft GY -710.000 - - - -20035 UNI lbf/ft GY -710.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 60

Kaw River Bridge

CTG 26-Apr-17 NRF



Beam Loads : 4 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVATION LLBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -1.89 E +3 - - - -10001 UNI lbf/ft GY -1.89 E +3 - - - -10002 UNI lbf/ft GY -1.89 E +3 - - - -10003 UNI lbf/ft GY -1.89 E +3 - - - -10004 UNI lbf/ft GY -1.89 E +3 - - - -10005 UNI lbf/ft GY -450.000 - - - -10006 UNI lbf/ft GY -450.000 - - - -10007 UNI lbf/ft GY -450.000 - - - -10008 UNI lbf/ft GY -450.000 - - - -10009 UNI lbf/ft GY -450.000 - - - -10010 UNI lbf/ft GY -450.000 - - - -10011 UNI lbf/ft GY -450.000 - - - -10012 UNI lbf/ft GY -450.000 - - - -10013 UNI lbf/ft GY -450.000 - - - -10014 UNI lbf/ft GY -450.000 - - - -10015 UNI lbf/ft GY -450.000 - - - -10016 UNI lbf/ft GY -450.000 - - - -10017 UNI lbf/ft GY -450.000 - - - -10018 UNI lbf/ft GY -450.000 - - - -10019 UNI lbf/ft GY -450.000 - - - -10020 UNI lbf/ft GY -450.000 - - - -10021 UNI lbf/ft GY -450.000 - - - -10022 UNI lbf/ft GY -450.000 - - - -10023 UNI lbf/ft GY -450.000 - - - -10024 UNI lbf/ft GY -450.000 - - - -10025 UNI lbf/ft GY -450.000 - - - -10026 UNI lbf/ft GY -450.000 - - - -10027 UNI lbf/ft GY -450.000 - - - -10028 UNI lbf/ft GY -450.000 - - - -10029 UNI lbf/ft GY -450.000 - - - -10030 UNI lbf/ft GY -450.000 - - - -10031 UNI lbf/ft GY -450.000 - - - -10032 UNI lbf/ft GY -450.000 - - - -10033 UNI lbf/ft GY -450.000 - - - -10034 UNI lbf/ft GY -450.000 - - - -10035 UNI lbf/ft GY -450.000 - - - -20000 UNI lbf/ft GY -1.89 E +3 - - - -20001 UNI lbf/ft GY -1.89 E +3 - - - -20002 UNI lbf/ft GY -1.89 E +3 - - - -20003 UNI lbf/ft GY -1.89 E +3 - - - -20004 UNI lbf/ft GY -1.89 E +3 - - - -20005 UNI lbf/ft GY -450.000 - - - -20006 UNI lbf/ft GY -450.000 - - - -20007 UNI lbf/ft GY -450.000 - - - -20008 UNI lbf/ft GY -450.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 61

Kaw River Bridge

CTG 26-Apr-17 NRF



Beam Loads : 4 SPAN 2 PHASE 1 - 10' TRAIL & OBSERVATION LL Cont...Beam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)20009 UNI lbf/ft GY -450.000 - - - -20010 UNI lbf/ft GY -450.000 - - - -20011 UNI lbf/ft GY -450.000 - - - -20012 UNI lbf/ft GY -450.000 - - - -20013 UNI lbf/ft GY -450.000 - - - -20014 UNI lbf/ft GY -450.000 - - - -20015 UNI lbf/ft GY -450.000 - - - -20016 UNI lbf/ft GY -450.000 - - - -20017 UNI lbf/ft GY -450.000 - - - -20018 UNI lbf/ft GY -450.000 - - - -20019 UNI lbf/ft GY -450.000 - - - -20020 UNI lbf/ft GY -450.000 - - - -20021 UNI lbf/ft GY -450.000 - - - -20022 UNI lbf/ft GY -450.000 - - - -20023 UNI lbf/ft GY -450.000 - - - -20024 UNI lbf/ft GY -450.000 - - - -20025 UNI lbf/ft GY -450.000 - - - -20026 UNI lbf/ft GY -450.000 - - - -20027 UNI lbf/ft GY -450.000 - - - -20028 UNI lbf/ft GY -450.000 - - - -20029 UNI lbf/ft GY -450.000 - - - -20030 UNI lbf/ft GY -450.000 - - - -20031 UNI lbf/ft GY -450.000 - - - -20032 UNI lbf/ft GY -450.000 - - - -20033 UNI lbf/ft GY -450.000 - - - -20034 UNI lbf/ft GY -450.000 - - - -20035 UNI lbf/ft GY -450.000 - - - -

Beam Loads : 5 SPAN 2 PHASE 2 DLBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -2.69 E +3 - - - -10001 UNI lbf/ft GY -2.69 E +3 - - - -10002 UNI lbf/ft GY -2.69 E +3 - - - -10003 UNI lbf/ft GY -2.69 E +3 - - - -10004 UNI lbf/ft GY -2.69 E +3 - - - -10005 UNI lbf/ft GY -710.000 - - - -10006 UNI lbf/ft GY -710.000 - - - -10007 UNI lbf/ft GY -710.000 - - - -10008 UNI lbf/ft GY -710.000 - - - -10009 UNI lbf/ft GY -2.69 E +3 - - - -10010 UNI lbf/ft GY -2.69 E +3 - - - -10011 UNI lbf/ft GY -2.69 E +3 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 62

Kaw River Bridge

CTG 26-Apr-17 NRF



Beam Loads : 5 SPAN 2 PHASE 2 DL Cont...Beam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10012 UNI lbf/ft GY -2.69 E +3 - - - -10013 UNI lbf/ft GY -2.69 E +3 - - - -10014 UNI lbf/ft GY -2.69 E +3 - - - -10015 UNI lbf/ft GY -2.69 E +3 - - - -10016 UNI lbf/ft GY -2.69 E +3 - - - -10017 UNI lbf/ft GY -2.69 E +3 - - - -10018 UNI lbf/ft GY -2.69 E +3 - - - -10019 UNI lbf/ft GY -2.69 E +3 - - - -10020 UNI lbf/ft GY -2.69 E +3 - - - -10021 UNI lbf/ft GY -2.69 E +3 - - - -10022 UNI lbf/ft GY -2.69 E +3 - - - -10023 UNI lbf/ft GY -2.69 E +3 - - - -10024 UNI lbf/ft GY -2.69 E +3 - - - -10025 UNI lbf/ft GY -2.69 E +3 - - - -10026 UNI lbf/ft GY -2.69 E +3 - - - -10027 UNI lbf/ft GY -710.000 - - - -10028 UNI lbf/ft GY -710.000 - - - -10029 UNI lbf/ft GY -710.000 - - - -10030 UNI lbf/ft GY -710.000 - - - -10031 UNI lbf/ft GY -710.000 - - - -10032 UNI lbf/ft GY -710.000 - - - -10033 UNI lbf/ft GY -710.000 - - - -10034 UNI lbf/ft GY -710.000 - - - -10035 UNI lbf/ft GY -710.000 - - - -20000 UNI lbf/ft GY -2.69 E +3 - - - -20001 UNI lbf/ft GY -2.69 E +3 - - - -20002 UNI lbf/ft GY -2.69 E +3 - - - -20003 UNI lbf/ft GY -2.69 E +3 - - - -20004 UNI lbf/ft GY -2.69 E +3 - - - -20005 UNI lbf/ft GY -710.000 - - - -20006 UNI lbf/ft GY -710.000 - - - -20007 UNI lbf/ft GY -710.000 - - - -20008 UNI lbf/ft GY -710.000 - - - -20009 UNI lbf/ft GY -2.69 E +3 - - - -20010 UNI lbf/ft GY -2.69 E +3 - - - -20011 UNI lbf/ft GY -2.69 E +3 - - - -20012 UNI lbf/ft GY -2.69 E +3 - - - -20013 UNI lbf/ft GY -2.69 E +3 - - - -20014 UNI lbf/ft GY -2.69 E +3 - - - -20015 UNI lbf/ft GY -2.69 E +3 - - - -20016 UNI lbf/ft GY -2.69 E +3 - - - -20017 UNI lbf/ft GY -2.69 E +3 - - - -20018 UNI lbf/ft GY -2.69 E +3 - - - -20019 UNI lbf/ft GY -2.69 E +3 - - - -20020 UNI lbf/ft GY -2.69 E +3 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 63

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Fb Db Ecc.

(ft)20021 UNI lbf/ft GY -2.69 E +3 - - - -20022 UNI lbf/ft GY -2.69 E +3 - - - -20023 UNI lbf/ft GY -2.69 E +3 - - - -20024 UNI lbf/ft GY -2.69 E +3 - - - -20025 UNI lbf/ft GY -2.69 E +3 - - - -20026 UNI lbf/ft GY -2.69 E +3 - - - -20027 UNI lbf/ft GY -710.000 - - - -20028 UNI lbf/ft GY -710.000 - - - -20029 UNI lbf/ft GY -710.000 - - - -20030 UNI lbf/ft GY -710.000 - - - -20031 UNI lbf/ft GY -710.000 - - - -20032 UNI lbf/ft GY -710.000 - - - -20033 UNI lbf/ft GY -710.000 - - - -20034 UNI lbf/ft GY -710.000 - - - -20035 UNI lbf/ft GY -710.000 - - - -

Beam Loads : 6 SPAN 2 PHASE 2 LLBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -1.89 E +3 - - - -10001 UNI lbf/ft GY -1.89 E +3 - - - -10002 UNI lbf/ft GY -1.89 E +3 - - - -10003 UNI lbf/ft GY -1.89 E +3 - - - -10004 UNI lbf/ft GY -1.89 E +3 - - - -10005 UNI lbf/ft GY -450.000 - - - -10006 UNI lbf/ft GY -450.000 - - - -10007 UNI lbf/ft GY -450.000 - - - -10008 UNI lbf/ft GY -450.000 - - - -10009 UNI lbf/ft GY -1.89 E +3 - - - -10010 UNI lbf/ft GY -1.89 E +3 - - - -10011 UNI lbf/ft GY -1.89 E +3 - - - -10012 UNI lbf/ft GY -1.89 E +3 - - - -10013 UNI lbf/ft GY -1.89 E +3 - - - -10014 UNI lbf/ft GY -1.89 E +3 - - - -10015 UNI lbf/ft GY -1.89 E +3 - - - -10016 UNI lbf/ft GY -1.89 E +3 - - - -10017 UNI lbf/ft GY -1.89 E +3 - - - -10018 UNI lbf/ft GY -1.89 E +3 - - - -10019 UNI lbf/ft GY -1.89 E +3 - - - -10020 UNI lbf/ft GY -1.89 E +3 - - - -10021 UNI lbf/ft GY -1.89 E +3 - - - -10022 UNI lbf/ft GY -1.89 E +3 - - - -10023 UNI lbf/ft GY -1.89 E +3 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 64

Kaw River Bridge

CTG 26-Apr-17 NRF



Beam Loads : 6 SPAN 2 PHASE 2 LL Cont...Beam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10024 UNI lbf/ft GY -1.89 E +3 - - - -10025 UNI lbf/ft GY -1.89 E +3 - - - -10026 UNI lbf/ft GY -1.89 E +3 - - - -10027 UNI lbf/ft GY -450.000 - - - -10028 UNI lbf/ft GY -450.000 - - - -10029 UNI lbf/ft GY -450.000 - - - -10030 UNI lbf/ft GY -450.000 - - - -10031 UNI lbf/ft GY -450.000 - - - -10032 UNI lbf/ft GY -450.000 - - - -10033 UNI lbf/ft GY -450.000 - - - -10034 UNI lbf/ft GY -450.000 - - - -10035 UNI lbf/ft GY -450.000 - - - -20000 UNI lbf/ft GY -1.89 E +3 - - - -20001 UNI lbf/ft GY -1.89 E +3 - - - -20002 UNI lbf/ft GY -1.89 E +3 - - - -20003 UNI lbf/ft GY -1.89 E +3 - - - -20004 UNI lbf/ft GY -1.89 E +3 - - - -20005 UNI lbf/ft GY -450.000 - - - -20006 UNI lbf/ft GY -450.000 - - - -20007 UNI lbf/ft GY -450.000 - - - -20008 UNI lbf/ft GY -450.000 - - - -20009 UNI lbf/ft GY -1.89 E +3 - - - -20010 UNI lbf/ft GY -1.89 E +3 - - - -20011 UNI lbf/ft GY -1.89 E +3 - - - -20012 UNI lbf/ft GY -1.89 E +3 - - - -20013 UNI lbf/ft GY -1.89 E +3 - - - -20014 UNI lbf/ft GY -1.89 E +3 - - - -20015 UNI lbf/ft GY -1.89 E +3 - - - -20016 UNI lbf/ft GY -1.89 E +3 - - - -20017 UNI lbf/ft GY -1.89 E +3 - - - -20018 UNI lbf/ft GY -1.89 E +3 - - - -20019 UNI lbf/ft GY -1.89 E +3 - - - -20020 UNI lbf/ft GY -1.89 E +3 - - - -20021 UNI lbf/ft GY -1.89 E +3 - - - -20022 UNI lbf/ft GY -1.89 E +3 - - - -20023 UNI lbf/ft GY -1.89 E +3 - - - -20024 UNI lbf/ft GY -1.89 E +3 - - - -20025 UNI lbf/ft GY -1.89 E +3 - - - -20026 UNI lbf/ft GY -1.89 E +3 - - - -20027 UNI lbf/ft GY -450.000 - - - -20028 UNI lbf/ft GY -450.000 - - - -20029 UNI lbf/ft GY -450.000 - - - -20030 UNI lbf/ft GY -450.000 - - - -20031 UNI lbf/ft GY -450.000 - - - -20032 UNI lbf/ft GY -450.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 65

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Fb Db Ecc.

(ft)20033 UNI lbf/ft GY -450.000 - - - -20034 UNI lbf/ft GY -450.000 - - - -20035 UNI lbf/ft GY -450.000 - - - -

Beam Loads : 7 SPAN 2 PHASE 3 DLBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -2.69 E +3 - - - -10001 UNI lbf/ft GY -2.69 E +3 - - - -10002 UNI lbf/ft GY -2.69 E +3 - - - -10003 UNI lbf/ft GY -2.69 E +3 - - - -10004 UNI lbf/ft GY -2.69 E +3 - - - -10005 UNI lbf/ft GY -710.000 - - - -10006 UNI lbf/ft GY -710.000 - - - -10007 UNI lbf/ft GY -710.000 - - - -10008 UNI lbf/ft GY -710.000 - - - -10009 UNI lbf/ft GY -2.69 E +3 - - - -10010 UNI lbf/ft GY -2.75 E +3 - - - -10011 UNI lbf/ft GY -2.75 E +3 - - - -10012 UNI lbf/ft GY -2.75 E +3 - - - -10013 UNI lbf/ft GY -2.75 E +3 - - - -10014 UNI lbf/ft GY -2.75 E +3 - - - -10015 UNI lbf/ft GY -2.75 E +3 - - - -10016 UNI lbf/ft GY -2.75 E +3 - - - -10017 UNI lbf/ft GY -2.75 E +3 - - - -10018 UNI lbf/ft GY -2.75 E +3 - - - -10019 UNI lbf/ft GY -2.75 E +3 - - - -10020 UNI lbf/ft GY -2.75 E +3 - - - -10021 UNI lbf/ft GY -2.75 E +3 - - - -10022 UNI lbf/ft GY -2.75 E +3 - - - -10023 UNI lbf/ft GY -2.75 E +3 - - - -10024 UNI lbf/ft GY -2.75 E +3 - - - -10025 UNI lbf/ft GY -2.75 E +3 - - - -10026 UNI lbf/ft GY -2.69 E +3 - - - -10027 UNI lbf/ft GY -710.000 - - - -10028 UNI lbf/ft GY -710.000 - - - -10029 UNI lbf/ft GY -710.000 - - - -10030 UNI lbf/ft GY -710.000 - - - -10031 UNI lbf/ft GY -710.000 - - - -10032 UNI lbf/ft GY -710.000 - - - -10033 UNI lbf/ft GY -710.000 - - - -10034 UNI lbf/ft GY -710.000 - - - -10035 UNI lbf/ft GY -710.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 66

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Fb Db Ecc.

(ft)20000 UNI lbf/ft GY -2.69 E +3 - - - -20001 UNI lbf/ft GY -2.69 E +3 - - - -20002 UNI lbf/ft GY -2.69 E +3 - - - -20003 UNI lbf/ft GY -2.69 E +3 - - - -20004 UNI lbf/ft GY -2.69 E +3 - - - -20005 UNI lbf/ft GY -710.000 - - - -20006 UNI lbf/ft GY -710.000 - - - -20007 UNI lbf/ft GY -710.000 - - - -20008 UNI lbf/ft GY -710.000 - - - -20009 UNI lbf/ft GY -2.69 E +3 - - - -20010 UNI lbf/ft GY -2.75 E +3 - - - -20011 UNI lbf/ft GY -2.75 E +3 - - - -20012 UNI lbf/ft GY -2.75 E +3 - - - -20013 UNI lbf/ft GY -2.75 E +3 - - - -20014 UNI lbf/ft GY -2.75 E +3 - - - -20015 UNI lbf/ft GY -2.75 E +3 - - - -20016 UNI lbf/ft GY -2.75 E +3 - - - -20017 UNI lbf/ft GY -2.75 E +3 - - - -20018 UNI lbf/ft GY -2.75 E +3 - - - -20019 UNI lbf/ft GY -2.75 E +3 - - - -20020 UNI lbf/ft GY -2.75 E +3 - - - -20021 UNI lbf/ft GY -2.75 E +3 - - - -20022 UNI lbf/ft GY -2.75 E +3 - - - -20023 UNI lbf/ft GY -2.75 E +3 - - - -20024 UNI lbf/ft GY -2.75 E +3 - - - -20025 UNI lbf/ft GY -2.75 E +3 - - - -20026 UNI lbf/ft GY -2.69 E +3 - - - -20027 UNI lbf/ft GY -710.000 - - - -20028 UNI lbf/ft GY -710.000 - - - -20029 UNI lbf/ft GY -710.000 - - - -20030 UNI lbf/ft GY -710.000 - - - -20031 UNI lbf/ft GY -710.000 - - - -20032 UNI lbf/ft GY -710.000 - - - -20033 UNI lbf/ft GY -710.000 - - - -20034 UNI lbf/ft GY -710.000 - - - -20035 UNI lbf/ft GY -710.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 67

Kaw River Bridge

CTG 26-Apr-17 NRF



Beam Loads : 8 SPAN 2 PHASE 3 LLBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -1.89 E +3 - - - -10001 UNI lbf/ft GY -1.89 E +3 - - - -10002 UNI lbf/ft GY -1.89 E +3 - - - -10003 UNI lbf/ft GY -1.89 E +3 - - - -10004 UNI lbf/ft GY -1.89 E +3 - - - -10005 UNI lbf/ft GY -450.000 - - - -10006 UNI lbf/ft GY -450.000 - - - -10007 UNI lbf/ft GY -450.000 - - - -10008 UNI lbf/ft GY -450.000 - - - -10009 UNI lbf/ft GY -1.89 E +3 - - - -10010 UNI lbf/ft GY -2 E +3 - - - -10011 UNI lbf/ft GY -2 E +3 - - - -10012 UNI lbf/ft GY -2 E +3 - - - -10013 UNI lbf/ft GY -2 E +3 - - - -10014 UNI lbf/ft GY -2 E +3 - - - -10015 UNI lbf/ft GY -2 E +3 - - - -10016 UNI lbf/ft GY -2 E +3 - - - -10017 UNI lbf/ft GY -2 E +3 - - - -10018 UNI lbf/ft GY -2 E +3 - - - -10019 UNI lbf/ft GY -2 E +3 - - - -10020 UNI lbf/ft GY -2 E +3 - - - -10021 UNI lbf/ft GY -2 E +3 - - - -10022 UNI lbf/ft GY -2 E +3 - - - -10023 UNI lbf/ft GY -2 E +3 - - - -10024 UNI lbf/ft GY -2 E +3 - - - -10025 UNI lbf/ft GY -2 E +3 - - - -10026 UNI lbf/ft GY -1.89 E +3 - - - -10027 UNI lbf/ft GY -450.000 - - - -10028 UNI lbf/ft GY -450.000 - - - -10029 UNI lbf/ft GY -450.000 - - - -10030 UNI lbf/ft GY -450.000 - - - -10031 UNI lbf/ft GY -450.000 - - - -10032 UNI lbf/ft GY -450.000 - - - -10033 UNI lbf/ft GY -450.000 - - - -10034 UNI lbf/ft GY -450.000 - - - -10035 UNI lbf/ft GY -450.000 - - - -20000 UNI lbf/ft GY -1.89 E +3 - - - -20001 UNI lbf/ft GY -1.89 E +3 - - - -20002 UNI lbf/ft GY -1.89 E +3 - - - -20003 UNI lbf/ft GY -1.89 E +3 - - - -20004 UNI lbf/ft GY -1.89 E +3 - - - -20005 UNI lbf/ft GY -450.000 - - - -20006 UNI lbf/ft GY -450.000 - - - -20007 UNI lbf/ft GY -450.000 - - - -20008 UNI lbf/ft GY -450.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 68

Kaw River Bridge

CTG 26-Apr-17 NRF




(ft)Fb Db Ecc.

(ft)20009 UNI lbf/ft GY -1.89 E +3 - - - -20010 UNI lbf/ft GY -2 E +3 - - - -20011 UNI lbf/ft GY -2 E +3 - - - -20012 UNI lbf/ft GY -2 E +3 - - - -20013 UNI lbf/ft GY -2 E +3 - - - -20014 UNI lbf/ft GY -2 E +3 - - - -20015 UNI lbf/ft GY -2 E +3 - - - -20016 UNI lbf/ft GY -2 E +3 - - - -20017 UNI lbf/ft GY -2 E +3 - - - -20018 UNI lbf/ft GY -2 E +3 - - - -20019 UNI lbf/ft GY -2 E +3 - - - -20020 UNI lbf/ft GY -2 E +3 - - - -20021 UNI lbf/ft GY -2 E +3 - - - -20022 UNI lbf/ft GY -2 E +3 - - - -20023 UNI lbf/ft GY -2 E +3 - - - -20024 UNI lbf/ft GY -2 E +3 - - - -20025 UNI lbf/ft GY -2 E +3 - - - -20026 UNI lbf/ft GY -1.89 E +3 - - - -20027 UNI lbf/ft GY -450.000 - - - -20028 UNI lbf/ft GY -450.000 - - - -20029 UNI lbf/ft GY -450.000 - - - -20030 UNI lbf/ft GY -450.000 - - - -20031 UNI lbf/ft GY -450.000 - - - -20032 UNI lbf/ft GY -450.000 - - - -20033 UNI lbf/ft GY -450.000 - - - -20034 UNI lbf/ft GY -450.000 - - - -20035 UNI lbf/ft GY -450.000 - - - -


Span 1

As-inspected section property calculations


Calculations For: Kaw River Bridge Span 1 or 2 As-Inspected






Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)

Horizontal Leg 5.000 23.688 118.438 0.163 11.688 682.988 683.151Vertical Leg 4.219 21.688 91.494 4.005 9.688 395.920 399.924Horizontal Leg 5.000 0.313 1.563 0.163 11.688 682.988 683.151Vertical Leg 4.219 2.313 9.756 4.005 9.688 395.920 399.924



Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)

1 3.0000 0.0625 -0.1875 23.9688 -4.4941 -0.0001 11.9688 -26.8596 -26.85962 3.0000 0.0625 -0.1875 23.9688 -4.4941 -0.0001 11.9688 -26.8596 -26.85963 3.0000 0.0625 -0.1875 0.0313 -0.0059 -0.0001 11.9688 -26.8596 -26.85964 3.0000 0.0625 -0.1875 0.0313 -0.0059 -0.0001 11.9688 -26.8596 -26.85965 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total -0.75 -9.00 0.00 -107.44 -107.44Contribution from shifting centroid: Ad2 = 0.00

y-bar = 12.0000 in Stop = 264.51 in3y-bar = 12.0000 in Stop = 255.56 in3




Built up lower chord with typical lacing bar pack rust with loss

Section Losses


p101160439


1

2


Calculations For: Kaw River Bridge Span 1 or 2 As-Inspected

p101160439



1 Horizontal Leg 2.500 2.000 5.000 3.333 15.375 590.977 594.310(Left) Vertical Leg 2.109 3.688 7.778 0.069 13.688 395.186 395.255

1 Horizontal Leg 2.500 32.750 81.875 3.333 15.375 590.977 594.310(Right) Vertical Leg 2.109 31.063 65.522 0.069 13.688 395.186 395.255


2 Horizontal Leg 2.500 32.750 81.875 3.333 15.375 590.977 594.310(Right) Vertical Leg 2.109 31.063 65.522 0.069 13.688 395.186 395.2553 (Left) 10.500 4.219 44.297 0.167 13.156 1817.413 1817.580

3 (Right) 10.500 30.531 320.578 0.167 13.156 1817.413 1817.5804 (Left) 0.000 4.000 0.000 0.000 13.375 0.000 0.000




1 0.0625 3.0000 -0.1875 2.9375 -0.5508 -0.1406 14.4375 -39.0828 -39.22342 0.0625 3.0000 -0.1875 31.8125 -5.9648 -0.1406 14.4375 -39.0828 -39.22343 0.0625 3.0000 -0.1875 2.9375 -0.5508 -0.1406 14.4375 -39.0828 -39.22344 0.0625 3.0000 -0.1875 31.8125 -5.9648 -0.1406 14.4375 -39.0828 -39.22345 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total -0.75 -13.03 -0.56 -156.33 -156.89Contribution from shifting centroid: Ad2 = 0.00

x-bar = 17.3750 in Sright = 437.03 in3x-bar = 17.3750 in Sright = 428.00 in3

Iy = 7593.42 in4 Sleft = 437.03 in3 Iy = 7436.53 in4 Sleft = 428.00 in3




A = 37.4656 in2 Iy = 6853.0618 in2 Ix = 2864.671 in2

ry = 13.5246 in rx = 8.7442 inTherefore, as-built section properties with 5% loss applied govern

Section Losses


As-built section properties with loss applied


Inner Web Plate(s)

Outer Web Plate


Calculations For: Kaw River Bridge Span 1 As-Inspected









1 eyebar 11.000 4.000 44.000 58.667 0.000 0.000 58.6672 eyebar 11.000 4.000 44.000 58.667 0.000 0.000 58.6673 eyebar 11.000 4.000 44.000 58.667 0.000 0.000 58.6674 eyebar 11.000 4.000 44.000 58.667 0.000 0.000 58.6675 eyebar 11.000 4.000 44.000 58.667 0.000 0.000 58.6676 eyebar 11.000 4.000 44.000 58.667 0.000 0.000 58.667



1 0.1250 8.0000 -1.0000 4.0000 -4.0000 -5.3333 0.0000 0.0000 -5.33332 0.3125 8.0000 -2.5000 4.0000 -10.0000 -13.3333 0.0000 0.0000 -13.33333 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total -3.50 -14.00 -18.67 0.00 -18.67Contribution from shifting centroid: Ad2 = 0.00






p101160439

Span 1 North Truss L8-L9


Section Losses



p101160439






1 8.0000 0.1250 -1.0000 4.1875 -4.1875 -0.0013 12.1353 -147.2643 -147.26562 8.0000 0.3125 -2.5000 29.1563 -72.8906 -0.0203 12.8335 -411.7468 -411.76723 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 62.7000 in2 Iy = 9466.1815 in2 Ix = 317.68 in2

ry = 12.2872 in rx = 2.2509 inTherefore, as-inspected section properties govern


Section Losses














1 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57812 0.1250 15.0000 -1.8750 7.5000 -14.0625 -35.1563 0.0000 0.0000 -35.15633 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

p101160439

Span 1 North Truss U7-L7




p101160439







1 15.0000 0.0625 -0.9375 0.0313 -0.0293 -0.0003 7.5324 -53.1913 -53.19162 15.0000 0.1250 -1.8750 15.9375 -29.8828 -0.0024 8.3738 -131.4768 -131.47933 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses













1 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 8.3543 -97.5378 -97.58702 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 8.3543 -97.5378 -97.58703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

p101160439





p101160439







1 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54572 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54573 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total -2.80 -22.36 -1.08 -90.01 -91.09Contribution from shifting centroid: Ad2 = 6.24778E-29






A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses





*A1 = tw = 0.7750 in *A2 = tw = 0.7750 inB1 = d = 15.0000 in B2 = d = 15.0000 inC1 = bf = 3.4000 in C2 = bf = 3.4000 inD1 = tf = 0.6500 in D2 = tf = 0.6500 inE1 = bf = 3.4000 in E2 = bf = 3.4000 inF1 = tf = 0.6500 in F2 = tf = 0.6500 in


*This has an additional 3/8" web plate on inside face of each







1 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.0431 -0.0032 -26.78812 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.0431 -0.0032 -26.78813 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8069 -64.7510 -64.80024 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8069 -64.7510 -64.80025 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2181 -72.8118 -72.86106 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2181 -72.8118 -72.86107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

p101160439





p101160439







1 13.7000 0.1250 -1.7125 0.7125 -1.2202 -0.0022 7.2875 -90.9469 -90.94912 13.7000 0.1250 -1.7125 15.2875 -26.1798 -0.0022 7.2875 -90.9469 -90.94913 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54576 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54577 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses




Element Dimensions (without Section Losses):Angles (Typ):

A1 = lw = 4.000 inB1 = lh = 4.000 inC1 = tl = 0.500 in

Plate (Typ.):A2 = b = 20.000 inB2 = t = 0.500 in

B3 = 15.000 in







1 2.7500 0.5000 -1.3750 19.7500 -27.1563 -0.0286 10.2218 -143.6664 -143.69512 2.7500 0.5000 -1.3750 19.7500 -27.1563 -0.0286 10.2218 -143.6664 -143.69513 1.2500 0.5000 -0.6250 0.2500 -0.1563 -0.0130 9.2782 -53.8034 -53.81644 1.2500 0.5000 -0.6250 0.2500 -0.1563 -0.0130 9.2782 -53.8034 -53.81645 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






p101160439



1 Top Angles

1 Bottom Angles

Section Losses




p101160439







1 0.5000 2.7500 -1.3750 3.1250 -4.2969 -0.8665 4.8750 -32.6777 -33.54432 0.5000 2.7500 -1.3750 12.8750 -17.7031 -0.8665 4.8750 -32.6777 -33.54433 0.5000 1.2500 -0.6250 3.1250 -1.9531 -0.0814 4.8750 -14.8535 -14.93494 0.5000 1.2500 -0.6250 12.8750 -8.0469 -0.0814 4.8750 -14.8535 -14.93495 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 33.2500 in2 Iy = 1644.731 in2 Ix = 1674.0623 in2


Section Losses



1 Right Angles


1 Left Angles













1 0.2188 13.7000 -2.9969 7.5000 -22.4766 -46.8736 0.0450 -0.0061 -46.87972 0.2188 13.7000 -2.9969 7.5000 -22.4766 -46.8736 0.0450 -0.0061 -46.87973 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8050 -64.7162 -64.76544 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8050 -64.7162 -64.76545 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2200 -72.8486 -72.89786 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2200 -72.8486 -72.89787 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439

Span 1 North Truss M7-L8





p101160439







1 13.7000 0.2188 -2.9969 0.7281 -2.1821 -0.0120 7.2719 -158.4752 -158.48722 13.7000 0.2188 -2.9969 15.2719 -45.7679 -0.0120 7.2719 -158.4752 -158.48723 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54576 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54577 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 30.1981 in2 Iy = 1515.8682 in2 Ix = 734.922 in2




Section Losses














1 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.8711 -1.2993 -28.08432 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.8711 -1.2993 -28.08433 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 7.7211 -83.3115 -83.36074 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 7.7211 -83.3115 -83.36075 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.8711 -0.7113 -18.28946 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.8711 -0.7113 -18.28947 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439






p101160439







1 13.7000 0.1250 -1.7125 0.7125 -1.2202 -0.0022 7.2875 -90.9469 -90.94912 13.7000 0.1250 -1.7125 15.2875 -26.1798 -0.0022 7.2875 -90.9469 -90.94913 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 15.0000 0.0625 -0.9375 0.0313 -0.0293 -0.0003 7.9688 -59.5322 -59.53256 15.0000 0.0625 -0.9375 15.9688 -14.9707 -0.0003 7.9688 -59.5322 -59.53257 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total -8.10 -64.76 -1.08 -390.97 -392.05Contribution from shifting centroid: Ad2 = 0






A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses














1 0.1875 13.0000 -2.4375 17.5000 -42.6563 -34.3281 5.3651 -70.1624 -104.49052 0.3125 15.0000 -4.6875 16.5000 -77.3438 -87.8906 4.3651 -89.3171 -177.20773 0.1250 3.0000 -0.3750 7.5000 -2.8125 -0.2813 4.6349 -8.0558 -8.33704 0.2500 6.0000 -1.5000 3.0000 -4.5000 -4.5000 9.1349 -125.1689 -129.66895 0.1250 1.0000 -0.1250 4.5000 -0.5625 -0.0104 7.6349 -7.2864 -7.29686 0.2500 3.3750 -0.8438 2.3125 -1.9512 -0.8009 9.8224 -81.4042 -82.20517 2.8750 0.3125 -0.8984 0.4688 -0.4211 -0.0073 11.6661 -122.2760 -122.28338 0.5000 0.6250 -0.3125 0.3125 -0.0977 -0.0102 11.8224 -43.6777 -43.6878






Span 1 South Truss L0-L1

Section Losses


p101160439


1

2



p101160439







3 (Right) 10.500 30.531 320.578 0.167 13.156 1817.413 1817.5804 (Left) 0.000 4.000 0.000 0.000 13.375 0.000 0.000




1 13.0000 0.1875 -2.4375 4.3438 -10.5879 -0.0071 10.2532 -256.2518 -256.25892 15.0000 0.3125 -4.6875 30.4688 -142.8223 -0.0381 15.8718 -1180.8411 -1180.87923 3.0000 0.1250 -0.3750 30.3750 -11.3906 -0.0005 15.7780 -93.3546 -93.35514 6.0000 0.2500 -1.5000 30.4375 -45.6563 -0.0078 15.8405 -376.3826 -376.39055 1.0000 0.1250 -0.1250 30.6875 -3.8359 -0.0002 16.0905 -32.3631 -32.36326 3.3750 0.2500 -0.8438 31.2500 -26.3672 -0.0044 16.6530 -233.9911 -233.99557 0.3125 2.8750 -0.8984 26.0625 -23.4155 -0.6188 11.4655 -118.1067 -118.72568 0.6250 0.5000 -0.3125 27.7500 -8.6719 -0.0065 13.1530 -54.0630 -54.0695







A = 37.4656 in2 Iy = 6853.0618 in2 Ix = 2864.671 in2


Section Losses


As-built section properties with loss applied


Inner Web Plate(s)

Outer Web Plate














1 0.2500 8.0000 -2.0000 4.0000 -8.0000 -10.6667 0.0000 0.0000 -10.66672 0.2500 8.0000 -2.0000 4.0000 -8.0000 -10.6667 0.0000 0.0000 -10.66673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







p101160439



Section Losses



p101160439






1 8.0000 0.2500 -2.0000 4.1250 -8.2500 -0.0104 12.5000 -312.5000 -312.51042 8.0000 0.2500 -2.0000 29.1250 -58.2500 -0.0104 12.5000 -312.5000 -312.51043 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 62.7000 in2 Iy = 9466.1815 in2 Ix = 317.68 in2



Section Losses
















1 0.0625 8.0000 -0.5000 4.0000 -2.0000 -2.6667 0.0056 0.0000 -2.66672 0.2500 8.0000 -2.0000 4.0000 -8.0000 -10.6667 0.0056 -0.0001 -10.66673 1.3750 0.0625 -0.0859 7.9688 -0.6848 0.0000 3.9743 -1.3574 -1.35744 0.1875 8.0000 -1.5000 4.0000 -6.0000 -8.0000 0.0056 0.0000 -8.00005 0.0625 8.0000 -0.5000 4.0000 -2.0000 -2.6667 0.0056 0.0000 -2.66676 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







p101160439



Section Losses



p101160439






1 8.0000 0.0625 -0.5000 1.3438 -0.6719 -0.0002 13.8931 -96.5090 -96.50922 8.0000 0.2500 -2.0000 3.0000 -6.0000 -0.0104 12.2368 -299.4806 -299.49103 0.0625 1.3750 -0.0859 3.5625 -0.3062 -0.0135 11.6743 -11.7124 -11.72604 8.0000 0.1875 -1.5000 27.3750 -41.0625 -0.0044 12.1382 -221.0023 -221.00675 8.0000 0.0625 -0.5000 28.9063 -14.4531 -0.0002 13.6694 -93.4264 -93.42656 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 62.7000 in2 Iy = 8300.9412 in2 Ix = 317.68 in2



Section Losses








section at pin with loss







1 0.4000 6.0000 -2.4000 7.5000 -18.0000 -7.2000 0.0000 0.0000 -7.20002 0.4000 6.0000 -2.4000 7.5000 -18.0000 -7.2000 0.0000 0.0000 -7.20003 0.0625 0.5000 -0.0313 4.2500 -0.1328 -0.0007 3.2500 -0.3301 -0.33074 0.0625 0.5000 -0.0313 10.7500 -0.3359 -0.0007 3.2500 -0.3301 -0.33075 0.0625 0.5000 -0.0313 4.2500 -0.1328 -0.0007 3.2500 -0.3301 -0.33076 0.0625 0.5000 -0.0313 10.7500 -0.3359 -0.0007 3.2500 -0.3301 -0.33077 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439

Span 1 South Truss U1-L1





p101160439







1 6.0000 0.4000 -2.4000 0.2000 -0.4800 -0.0320 7.8000 -146.0160 -146.04802 6.0000 0.4000 -2.4000 15.8000 -37.9200 -0.0320 7.8000 -146.0160 -146.04803 0.5000 0.0625 -0.0313 0.0313 -0.0010 0.0000 7.9688 -1.9844 -1.98444 0.5000 0.0625 -0.0313 0.0313 -0.0010 0.0000 7.9688 -1.9844 -1.98445 0.5000 0.0625 -0.0313 15.9688 -0.4990 0.0000 7.9688 -1.9844 -1.98446 0.5000 0.0625 -0.0313 15.9688 -0.4990 0.0000 7.9688 -1.9844 -1.98447 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses














1 0.0625 2.0000 -0.1250 12.5000 -1.5625 -0.0417 4.9232 -3.0298 -3.07152 0.0625 2.0000 -0.1250 2.5000 -0.3125 -0.0417 5.0768 -3.2217 -3.26333 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.7732 -64.1129 -64.16214 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.7732 -64.1129 -64.16215 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2518 -73.4916 -73.54086 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2518 -73.4916 -73.54087 0.7750 8.0000 -6.2000 7.5000 -46.5000 -33.0667 0.0768 -0.0365 -33.10328 0.7750 8.0000 -6.2000 7.5000 -46.5000 -33.0667 0.0768 -0.0365 -33.1032






Section Losses

p101160439

Span 1 South Truss U3-L3 at lower chord





p101160439







1 2.0000 0.0625 -0.1250 0.0313 -0.0039 0.0000 8.1371 -8.2765 -8.27652 2.0000 0.0625 -0.1250 0.0313 -0.0039 0.0000 8.1371 -8.2765 -8.27653 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.8433 -47.7169 -48.25534 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.5067 -42.3770 -42.91535 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.8433 -47.7169 -48.25536 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.5067 -42.3770 -42.91537 8.0000 0.7750 -6.2000 0.3875 -2.4025 -0.3103 7.7808 -375.3562 -375.66658 8.0000 0.7750 -6.2000 15.6125 -96.7975 -0.3103 7.4442 -343.5771 -343.8874







A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses













1 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57812 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57813 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439

Span 1 South Truss U3-L3 at midheight





p101160439







1 15.0000 0.0625 -0.9375 0.0313 -0.0293 -0.0003 7.9688 -59.5322 -59.53252 15.0000 0.0625 -0.9375 15.9688 -14.9707 -0.0003 7.9688 -59.5322 -59.53253 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

Total -1.88 -15.00 0.00 -119.06 -119.06Contribution from shifting centroid: Ad2 = 0






A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses













1 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 8.3543 -97.5378 -97.58702 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 8.3543 -97.5378 -97.58703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439

Span 1 South Truss U4-L4 & U8-L8





p101160439







1 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54572 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54573 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses













1 0.1250 15.0000 -1.8750 7.5000 -14.0625 -35.1563 0.0000 0.0000 -35.15632 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57813 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439






p101160439







1 15.0000 0.1250 -1.8750 0.0625 -0.1172 -0.0024 8.3738 -131.4768 -131.47932 15.0000 0.0625 -0.9375 15.9688 -14.9707 -0.0003 7.5324 -53.1913 -53.19163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses













1 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57812 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57813 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439






p101160439







1 15.0000 0.0625 -0.9375 0.0313 -0.0293 -0.0003 7.9688 -59.5322 -59.53252 15.0000 0.0625 -0.9375 15.9688 -14.9707 -0.0003 7.9688 -59.5322 -59.53253 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses














1 0.7750 8.0000 -6.2000 7.5000 -46.5000 -33.0667 0.1163 -0.0839 -33.15052 0.7750 8.0000 -6.2000 7.5000 -46.5000 -33.0667 0.1163 -0.0839 -33.15053 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.7337 -63.3663 -63.41554 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.7337 -63.3663 -63.41555 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2913 -74.2956 -74.34486 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2913 -74.2956 -74.34487 0.1875 5.7000 -1.0688 3.5000 -3.7406 -2.8936 4.1163 -18.1089 -21.00258 0.1875 5.7000 -1.0688 11.5000 -12.2906 -2.8936 3.8837 -16.1200 -19.01379 0.1875 5.7000 -1.0688 3.5000 -3.7406 -2.8936 4.1163 -18.1089 -21.002510 0.1875 5.7000 -1.0688 11.5000 -12.2906 -2.8936 3.8837 -16.1200 -19.0137






Section Losses

p101160439






p101160439







1 8.0000 0.7750 -6.2000 0.3875 -2.4025 -0.3103 7.6125 -359.2910 -359.60132 8.0000 0.7750 -6.2000 15.6125 -96.7975 -0.3103 7.6125 -359.2910 -359.60133 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54576 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54577 5.7000 0.1875 -1.0688 0.6813 -0.7281 -0.0031 7.3188 -57.2466 -57.24988 5.7000 0.1875 -1.0688 0.6813 -0.7281 -0.0031 7.3188 -57.2466 -57.24989 5.7000 0.1875 -1.0688 15.3188 -16.3719 -0.0031 7.3187 -57.2466 -57.249810 5.7000 0.1875 -1.0688 15.3188 -16.3719 -0.0031 7.3187 -57.2466 -57.2498







A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses














1 0.4000 6.0000 -2.4000 7.5000 -18.0000 -7.2000 0.0000 0.0000 -7.20002 0.4000 6.0000 -2.4000 7.5000 -18.0000 -7.2000 0.0000 0.0000 -7.20003 0.0625 0.5000 -0.0313 4.2500 -0.1328 -0.0007 3.2500 -0.3301 -0.33074 0.0625 0.5000 -0.0313 10.7500 -0.3359 -0.0007 3.2500 -0.3301 -0.33075 0.1250 0.5000 -0.0625 4.2500 -0.2656 -0.0013 3.2500 -0.6602 -0.66156 0.1250 0.5000 -0.0625 10.7500 -0.6719 -0.0013 3.2500 -0.6602 -0.66157 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439






p101160439







1 6.0000 0.4000 -2.4000 0.2000 -0.4800 -0.0320 7.7666 -144.7697 -144.80172 6.0000 0.4000 -2.4000 15.8000 -37.9200 -0.0320 7.8334 -147.2677 -147.29973 0.5000 0.0625 -0.0313 0.0313 -0.0010 0.0000 7.9354 -1.9678 -1.96784 0.5000 0.0625 -0.0313 0.0313 -0.0010 0.0000 7.9354 -1.9678 -1.96785 0.5000 0.1250 -0.0625 15.9375 -0.9961 -0.0001 7.9709 -3.9709 -3.97106 0.5000 0.1250 -0.0625 15.9375 -0.9961 -0.0001 7.9709 -3.9709 -3.97107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses















1 0.1250 12.0000 -1.5000 6.0000 -9.0000 -18.0000 4.3797 -28.7729 -46.77292 0.0625 12.0000 -0.7500 6.0000 -4.5000 -9.0000 4.3797 -14.3864 -23.38643 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






2

p101160439



1

Section Losses


No top cover plate, used only for



p101160439







3 (Right) 10.125 22.000 222.750 0.211 8.875 797.502 797.7134 (Left) 0.000 4.000 0.000 0.000 9.125 0.000 0.000




1 12.0000 0.1250 -1.5000 4.4375 -6.6563 -0.0020 8.8670 -117.9345 -117.93642 12.0000 0.0625 -0.7500 21.7813 -16.3359 -0.0002 8.4768 -53.8920 -53.89223 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 36.7531 in2 Iy = 3247.3645 in2 Ix = 1965.781 in2


Section Losses




Inner Web Plate(s)

Outer Web Plate






*This has an additional 1/2" web plate with 50% loss on inside face of each







1 0.6500 8.0000 -5.2000 7.5000 -39.0000 -27.7333 0.0852 -0.0378 -27.77112 0.6500 8.0000 -5.2000 7.5000 -39.0000 -27.7333 0.0852 -0.0378 -27.77113 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.7648 -63.9529 -64.00214 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.7648 -63.9529 -64.00215 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2602 -73.6632 -73.71246 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2602 -73.6632 -73.71247 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

p101160439

Span 1 South Truss M5-L4 & M7-L8





p101160439







1 8.0000 0.6500 -5.2000 0.3250 -1.6900 -0.1831 7.6750 -306.3093 -306.49232 8.0000 0.6500 -5.2000 15.6750 -81.5100 -0.1831 7.6750 -306.3093 -306.49233 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54576 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54577 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 25.3175 in2 Iy = 1271.7233 in2 Ix = 662.4018 in2




Section Losses






Web Plate: C3 = 0.3750 in do = N/A inB3 = 33.2500 in do = stiffener spacing for shear check


C4 = 0.5000 in C5 = 0.5000 inA4 = 13.0000 in A5 = 13.0000 in

X-Axis Section Properties: STAAD Beams: 10000, 10001, 20000, 20001, 20003A y Ay Io d Ad2 Ix,gross




Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 4.0000 0.3750 -1.5000 0.9375 -1.4063 -0.0176 16.9568 -431.2996 -431.31722 0.3750 2.0000 -0.7500 2.1250 -1.5938 -0.2500 15.7693 -186.5031 -186.75313 2.0000 0.1250 -0.2500 1.0625 -0.2656 -0.0003 16.8318 -70.8274 -70.82774 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000





cbottom = 17.1250 in rx = 14.4506 in cbottom = 17.8943 in rx = 14.3595 inJ = 5.3706 Z = 746.5957 in3

Z = 746.5957 in3

P101160439

Span 1 Running Girder Bay 1 and Bay 2


1

2

Web Plate

4

Section Losses




P101160439









1 0.3750 4.0000 -1.5000 3.6875 -5.5313 -2.0000 2.8903 -12.5309 -14.53092 2.0000 0.3750 -0.7500 6.1875 -4.6406 -0.0088 0.3903 -0.1143 -0.12303 0.1250 2.0000 -0.2500 8.3125 -2.0781 -0.0833 1.7347 -0.7523 -0.83564 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.6029 in rx = 14.0847 in Sbot = 593.2367 in3

Z = 709.2659 in3

Fy = 30.00 ksiAB AB** AI Controlling

M 1643.31 1483.09 k-ft 1480.88 k-ft 1480.88 k-ft AB = As-BuiltV 450.77 428.23 k 437.72 k 428.23 k AI = As-Inspected


Section Losses



Capacities*





A1 = tw = 0.5000 in A = 19.1 in2

B1 = d = 20.0000 in Ix = 1169.5 in4

A2 = tf = 0.7900 in Sx = 117.0 in3


B3 = bf = 6.2500 in ry = 1.21 intw = 0.7600 in

do = N/A in d = 20.0000 intf = 0.79 in

bf = 6.2500 inSay OK, simplified rectangular section properties are close to actual properties




Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 6.2500 0.3750 -2.3438 19.8125 -46.4355 -0.0275 11.1862 -293.2778 -293.30532 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000





cbottom = 10.0000 in rx = 7.8363 in cbottom = 8.6263 in rx = 7.3916 inJ = 2.8218 in4 Z = 137.26 in3

Z = 137.26 in3

Section Losses

P101160439

do = stiffener spacing for shear check for no stiffners use "N/A" Stringer





P101160439



1 Web 9.2100 3.1250 28.7813 0.1919 0.0000 0.0000 0.19192 Top Flange 4.9375 3.1250 15.4297 16.0726 0.0000 0.0000 16.07263 Bottom Flange 4.9375 3.1250 15.4297 16.0726 0.0000 0.0000 16.0726


Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 0.3750 6.2500 -2.3438 3.1250 -7.3242 -7.6294 0.0000 0.0000 -7.62942 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 1.1786 in rx = 7.6308n Sbot = 105.5474 in3

Z = 130.3984 in3


M 292.5 k-ft 263.87 k-ft 201.1 k-ft 201.05 k-ft AB = As-BuiltV 160.25 k 152.24 k 160.25 k 152.24 k AI = As-Inspected



Capacities*


Section Losses








C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in





Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 14.0000 0.2500 -3.5000 35.1250 -122.9375 -0.0182 17.5052 -1072.5154 -1072.53362 5.5000 0.2500 -1.3750 1.0625 -1.4609 -0.0072 16.5573 -376.9470 -376.95423 5.5000 0.2500 -1.3750 1.0625 -1.4609 -0.0072 16.5573 -376.9470 -376.95424 0.2500 2.0000 -0.5000 2.1875 -1.0938 -0.1667 15.4323 -119.0775 -119.24425 0.2500 2.0000 -0.5000 2.1875 -1.0938 -0.1667 15.4323 -119.0775 -119.24426 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Z = 819.6736 in3

Web Plate


4

Section Losses


2

P101160439

Span 1 Floorbeam 0 by North Stringer


1



P101160439









1 0.2500 14.0000 -3.5000 7.0000 -24.5000 -57.1667 0.0000 0.0000 -57.16672 0.2500 5.5000 -1.3750 3.5313 -4.8555 -3.4661 3.4688 -16.5443 -20.01053 0.2500 5.5000 -1.3750 10.4688 -14.3945 -3.4661 3.4688 -16.5443 -20.01054 2.0000 0.2500 -0.5000 6.4063 -3.2031 -0.0026 0.5938 -0.1763 -0.17895 2.0000 0.2500 -0.5000 7.5938 -3.7969 -0.0026 0.5938 -0.1763 -0.17896 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.796 in rx = 14.4206 in Sbot = 650.9029 in3

Z = 778.6899 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 819.6736 in3

P101160439

Span 1 Floorbeam 0 by South Stringer


1

2

Web Plate

4

Section Losses




P101160439









1 0.2500 14.0000 -3.5000 7.0000 -24.5000 -57.1667 0.0000 0.0000 -57.16672 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.796 in rx = 14.4206 in Sbot = 650.9029 in3

Z = 778.6899 in3




Section Losses



Capacities*








C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in





Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 14.0000 0.2500 -3.5000 35.1250 -122.9375 -0.0182 17.5850 -1082.3084 -1082.32672 5.5000 0.1250 -0.6875 1.0625 -0.7305 -0.0009 16.4775 -186.6626 -186.66343 0.1250 2.0000 -0.2500 2.1875 -0.5469 -0.0833 15.3525 -58.9251 -59.00844 5.5000 0.2500 -1.3750 0.9375 -1.2891 -0.0072 16.6025 -379.0107 -379.01795 0.2500 5.5000 -1.3750 3.9375 -5.4141 -3.4661 13.6025 -254.4148 -257.88106 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Z = 808.9861 in3

Web Plate


4

Section Losses


2

P101160439

Span 1 Floorbeam 1 by stringers


1



P101160439









1 0.2500 14.0000 -3.5000 7.0000 -24.5000 -57.1667 0.0621 -0.0135 -57.18022 0.1250 5.5000 -0.6875 3.5313 -2.4277 -1.7331 3.4066 -7.9784 -9.71153 2.0000 0.1250 -0.2500 6.5938 -1.6484 -0.0003 0.3441 -0.0296 -0.02994 0.2500 5.5000 -1.3750 10.4688 -14.3945 -3.4661 3.5309 -17.1424 -20.60855 5.5000 0.2500 -1.3750 7.5938 -10.4414 -0.0072 0.6559 -0.5915 -0.59876 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

2

P101160439

Span 1 Floorbeam 3, 7, 8, 9 by North Stringer


1

4

Section Losses


Web Plate




P101160439









1 0.1250 14.0000 -1.7500 7.0000 -12.2500 -28.5833 0.0000 0.0000 -28.58332 0.1250 5.5000 -0.6875 3.5313 -2.4277 -1.7331 3.4688 -8.2722 -10.00523 0.1250 5.5000 -0.6875 10.4688 -7.1973 -1.7331 3.4688 -8.2722 -10.00524 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3




Section Losses





Capacities*







C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

2

P101160439

Span 1 Floorbeam 3, 7, 8, 9 by South Stringer


1

4

Section Losses


Web Plate




P101160439









1 0.2500 14.0000 -3.5000 7.0000 -24.5000 -57.1667 0.0000 0.0000 -57.16672 0.1250 5.5000 -0.6875 3.5313 -2.4277 -1.7331 3.4688 -8.2722 -10.00523 0.1250 5.5000 -0.6875 10.4688 -7.1973 -1.7331 3.4688 -8.2722 -10.00524 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3




Section Losses





Capacities*


Span 1

Truss member section properties summary


Calculations For: Kaw River Bridge Span 1As-inspected properties utilized, if no significant loss was noted then 5% reduction to as-built is applied and used

1 L0-L1 1100 37.47 28.10 25.20 8.74 13.522 L1-L2 1101 37.47 28.10 25.20 8.74 13.523 L2-L3 1102 62.70 47.03 25.20 2.25 11.514 L3-L4 1103 62.70 47.03 25.20 2.25 12.295 L4-L5 1104 79.80 59.85 25.20 2.25 8.936 L5-L6 1105 79.80 59.85 25.20 2.25 10.137 L6-L7 1106 79.80 59.85 25.20 2.25 10.138 L7-L8 1107 79.80 59.85 25.20 2.25 8.939 L8-L9 1108 62.50 46.88 25.20 2.31 12.61

10 L9-L10 1109 62.70 47.03 25.20 2.25 11.5111 L10-L11 1110 37.47 28.10 25.20 8.74 13.5212 L11-L12 1111 37.47 28.10 25.20 8.74 13.5213 U1-L1 1201 18.81 14.11 36.00 5.48 7.0214 U2-L2 1202 33.25 24.94 13.20 7.10 7.0315 U2-L2 1203 33.25 24.94 27.40 7.10 7.0316 U10-L10 1209 33.25 24.94 13.20 7.10 7.0317 U10-L10 1210 31.00 23.25 27.40 6.88 7.4618 U11-L11 1211 18.81 14.11 36.00 5.48 7.0219 U3-L3 1230 18.81 14.11 18.00 5.48 7.0220 U3-L3 1231 18.81 14.11 7.00 5.48 7.0221 U3-L3 1232 18.81 14.11 20.40 5.48 7.0222 U4-L4 1240 18.81 14.11 22.60 5.48 7.0223 U4-L4 1241 18.81 14.11 2.42 5.48 7.0224 U4-L4 1242 18.81 14.11 25.00 5.48 7.0225 U5-L5 1250 18.81 14.11 22.60 5.48 7.0226 U5-L5 1251 18.81 14.11 2.42 5.48 7.0227 U5-L5 1252 18.81 14.11 25.00 5.48 7.0228 U6-L6 1260 18.81 14.11 22.60 5.48 7.0229 U6-L6 1261 18.81 14.11 2.42 5.48 7.0230 U6-L6 1262 18.81 14.11 25.00 5.48 7.0231 U7-L7 1270 18.81 14.11 22.60 5.48 7.0232 U7-L7 1271 18.81 14.11 2.42 5.48 7.0233 U7-L7 1272 16.99 12.74 25.00 5.81 7.0534 U8-L8 1280 18.81 14.11 22.60 5.48 7.0235 U8-L8 1281 18.81 14.11 2.42 5.48 7.0236 U8-L8 1282 17.01 12.75 25.00 5.20 7.4237 U9-L9 1290 18.81 14.11 18.00 5.48 7.0238 U9-L9 1291 18.81 14.11 7.00 5.48 7.0239 U9-L9 1292 21.06 15.80 20.40 4.67 7.6340 U1-L2 1301 38.00 28.50 44.00 2.25 7.5041 U2-L4 1302 36.75 27.56 32.30 7.31 9.4042 U2-L4 1303 36.75 27.56 32.40 7.31 9.40

Reference ID Rating IDMember

P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)




P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)43 U4-L6 1304 36.75 27.56 35.50 7.31 9.4044 U4-L6 1305 36.75 27.56 35.50 7.31 9.4045 U8-L6 1306 36.75 27.56 35.50 7.31 9.4046 U8-L6 1307 36.75 27.56 35.50 7.31 9.4047 U10-L8 1308 36.75 27.56 32.40 7.31 9.4048 U10-L8 1309 36.75 27.56 32.30 7.31 9.4049 U11-L10 1310 38.00 28.50 44.00 2.25 7.5050 M3-L2 1382 18.81 14.11 32.40 5.48 5.0951 M5-L4 1384 18.81 14.11 35.50 5.48 5.0952 M7-L8 1388 20.20 15.15 35.50 4.69 7.6453 M9-L10 1392 21.98 16.49 32.40 5.01 7.3958 U1-L0 1500 69.08 51.81 26.00 10.16 10.3759 U1-U2 1501 69.08 51.81 25.60 10.16 10.3760 U2-U3 1502 88.37 66.28 25.60 9.28 10.4961 U3-U4 1503 88.37 66.28 25.60 9.28 10.4962 U4-U5 1504 88.37 66.28 25.20 9.28 10.4963 U5-U6 1505 88.37 66.28 25.20 9.28 10.4964 U6-U7 1506 88.37 66.28 25.20 9.28 10.4965 U7-U8 1507 88.37 66.28 25.20 9.28 10.4966 U8-U9 1508 88.37 66.28 25.60 9.28 10.4967 U9-U10 1509 88.37 66.28 25.60 9.28 10.4968 U10-U11 1510 69.08 51.81 25.60 10.16 10.3769 U11-L12 1511 69.08 51.81 26.00 10.16 10.3770 U1-L0 1550 69.08 51.81 9.00 10.16 10.3771 U1-L0 1551 69.08 51.81 9.00 10.16 10.3772 U11-L12 1560 69.08 51.81 9.00 10.16 10.3773 U11-L12 1561 69.08 51.81 9.00 10.16 10.3774 L0-L1 2100 28.26 21.19 25.20 9.41 14.0275 L1-L2 2101 37.47 28.10 25.20 8.74 13.5276 L2-L3 2102 62.70 47.03 25.20 2.25 11.5177 L3-L4 2103 62.70 47.03 25.20 2.25 12.2978 L4-L5 2104 79.80 59.85 25.20 2.25 8.9379 L5-L6 2105 79.80 59.85 25.20 2.25 10.1380 L6-L7 2106 79.80 59.85 25.20 2.25 10.1381 L7-L8 2107 79.80 59.85 25.20 2.25 8.9382 L8-L9 2108 62.00 46.50 25.20 2.31 12.6183 L9-L10 2109 61.41 46.06 25.20 2.31 11.7584 L10-L11 2110 37.47 28.10 25.20 8.74 13.5285 L11-L12 2111 37.47 28.10 25.20 8.74 13.5286 U1-L1 2201 14.88 11.16 36.00 6.41 6.9987 U2-L2 2202 33.25 24.94 13.20 7.10 7.0388 U2-L2 2203 33.25 24.94 27.40 7.10 7.03




P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)89 U10-L10 2209 33.25 24.94 13.20 7.10 7.0390 U10-L10 2210 33.25 24.94 27.40 7.10 7.0391 U11-L11 2211 14.81 11.11 36.00 6.42 6.9892 U3-L3 2230 18.81 14.11 18.00 5.48 7.0293 U3-L3 2231 17.93 13.44 7.00 5.75 7.1194 U3-L3 2232 11.84 8.88 20.40 6.10 7.5495 U4-L4 2240 18.81 14.11 22.60 5.48 7.0296 U4-L4 2241 18.81 14.11 2.42 5.48 7.0297 U4-L4 2242 17.01 12.75 25.00 5.20 7.4298 U5-L5 2250 18.81 14.11 22.60 5.48 7.0299 U5-L5 2251 18.81 14.11 2.42 5.48 7.02

100 U5-L5 2252 16.99 12.74 25.00 5.81 7.05101 U6-L6 2260 18.81 14.11 22.60 5.48 7.02102 U6-L6 2261 18.81 14.11 2.42 5.48 7.02103 U6-L6 2262 18.81 14.11 25.00 5.48 7.02104 U7-L7 2270 18.81 14.11 22.60 5.48 7.02105 U7-L7 2271 18.81 14.11 2.42 5.48 7.02106 U7-L7 2272 18.81 14.11 25.00 5.48 7.02107 U8-L8 2280 18.81 14.11 22.60 5.48 7.02108 U8-L8 2281 18.81 14.11 2.42 5.48 7.02109 U8-L8 2282 17.01 12.75 25.00 5.20 7.42110 U9-L9 2290 18.81 14.11 18.00 5.48 7.02111 U9-L9 2291 18.81 14.11 7.00 5.48 7.02112 U9-L9 2292 7.81 5.86 20.40 6.85 7.68113 U1-L2 2301 38.00 28.50 44.00 2.25 7.50114 U2-L4 2302 36.75 27.56 32.30 7.31 9.40115 U2-L4 2303 36.75 27.56 32.40 7.31 9.40116 U4-L6 2304 36.75 27.56 35.50 7.31 9.40117 U4-L6 2305 36.75 27.56 35.50 7.31 9.40118 U8-L6 2306 36.44 27.33 35.50 7.61 9.70119 U8-L6 2307 36.75 27.56 35.50 7.31 9.40120 U10-L8 2308 36.75 27.56 32.40 7.31 9.40121 U10-L8 2309 36.75 27.56 32.30 7.31 9.40122 U11-L10 2310 38.00 28.50 44.00 2.25 7.50123 M3-L2 2382 18.81 14.11 32.40 5.48 5.09124 M5-L4 2384 10.66 8.00 35.50 6.15 7.59125 M7-L8 2388 10.66 8.00 35.50 6.15 7.59126 M9-L10 2392 18.81 14.11 32.40 5.48 5.09131 U1-L0 2500 69.08 51.81 26.00 10.16 10.37132 U1-U2 2501 69.08 51.81 25.60 10.16 10.37133 U2-U3 2502 88.37 66.28 25.60 9.28 10.49134 U3-U4 2503 88.37 66.28 25.60 9.28 10.49




P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)135 U4-U5 2504 88.37 66.28 25.20 9.28 10.49136 U5-U6 2505 88.37 66.28 25.20 9.28 10.49137 U6-U7 2506 88.37 66.28 25.20 9.28 10.49138 U7-U8 2507 88.37 66.28 25.20 9.28 10.49139 U8-U9 2508 88.37 66.28 25.60 9.28 10.49140 U9-U10 2509 88.37 66.28 25.60 9.28 10.49141 U10-U11 2510 69.08 51.81 25.60 10.16 10.37142 U11-L12 2511 69.08 51.81 26.00 10.16 10.37143 U1-L0 2550 69.08 51.81 9.00 10.16 10.37144 U1-L0 2551 69.08 51.81 9.00 10.16 10.37145 U11-L12 2560 69.08 51.81 9.00 10.16 10.37146 U11-L12 2561 69.08 51.81 9.00 10.16 10.37


Span 1

Truss member capacity calculation


Calculations For: Kaw River Bridge Span 1

FY 26 ksi FY 30 ksiFU 52 ksi FU 90 ksiE 29000 ksi E 29000 ksi

148.38 138.13

* MBE 6A.6.2.1

K*L

FCR

(ksi)Capacity

(kips) Yield Fract. Control

North L0-L1 1100 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North L1-L2 1101 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North L2-L3 1102 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L3-L4 1103 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L4-L5 1104 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L5-L6 1105 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L6-L7 1106 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L7-L8 1107 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L8-L9 1108 62.50 46.88 25.20 2.31 0.750 98.21 1936 22.42 1190.97 1875.00 4218.75 1875.00North L9-L10 1109 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L10-L11 1110 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North L11-L12 1111 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North U1-L1 1201 18.81 14.11 36.00 5.48 0.750 59.08 1936 27.26 435.78 564.30 1269.68 564.30North U2-L2 1202 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50North U2-L2 1203 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50North U10-L10 1209 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50North U10-L10 1210 31.00 23.25 27.40 6.88 0.750 35.84 1936 28.99 763.89 930.00 2092.50 930.00North U11-L11 1211 18.81 14.11 36.00 5.48 0.750 59.08 1936 27.26 435.78 564.30 1269.68 564.30North U3-L3 1230 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30North U3-L3 1231 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30North U3-L3 1232 18.81 14.11 20.40 5.48 0.750 33.48 1936 29.12 465.57 564.30 1269.68 564.30North U4-L4 1240 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U4-L4 1241 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U4-L4 1242 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U5-L5 1250 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U5-L5 1251 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U5-L5 1252 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U6-L6 1260 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U6-L6 1261 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U6-L6 1262 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U7-L7 1270 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U7-L7 1271 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U7-L7 1272 16.99 12.74 25.00 5.81 0.750 38.70 1936 28.82 416.18 509.63 1146.66 509.63North U8-L8 1280 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U8-L8 1281 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U8-L8 1282 17.01 12.75 25.00 5.20 0.750 43.30 1936 28.53 412.32 510.15 1147.84 510.15North U9-L9 1290 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30North U9-L9 1291 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30North U9-L9 1292 21.06 15.80 20.40 4.67 0.750 39.34 1936 28.78 515.25 631.80 1421.55 631.80North U1-L2 1301 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00North U2-L4 1302 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59North U2-L4 1303 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59North U4-L6 1304 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U4-L6 1305 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U8-L6 1306 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U8-L6 1307 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U10-L8 1308 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59North U10-L8 1309 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59North U11-L10 1310 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00North M3-L2 1382 18.81 14.11 32.40 5.09 0.750 57.24 1936 27.42 438.47 564.30 1269.68 564.30North M5-L4 1384 18.81 14.11 35.50 5.09 0.750 62.72 1936 26.91 430.21 564.30 1269.68 564.30North M7-L8 1388 20.20 15.15 35.50 4.69 0.750 68.06 1936 26.36 452.67 606.11 1363.75 606.11North M9-L10 1392 21.98 16.49 32.40 5.01 0.750 58.25 1936 27.33 510.66 659.40 1483.65 659.40

P101160439

1905 = Prior to 1905 * 1936 = 1905 to 1936 *

Truss Member Rating ID

Capacities

Type of Steel

Member CapacityTension (kips)Compression

Min rX,Y

(in)

K (AASHTO

Appendix C Table C-1)

rX,YAGROSS

(in2)ANET

(in2)Length

(ft)




148.38 138.13

* MBE 6A.6.2.1

K*L

FCR

(ksi)Capacity


P101160439

1905 = Prior to 1905 * 1936 = 1905 to 1936 *


Capacities

Type of Steel


Min rX,Y

(in)

K (AASHTO


rX,YAGROSS

(in2)ANET

(in2)Length

(ft)

North U1-L0 1500 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26North U1-U2 1501 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26North U2-U3 1502 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U3-U4 1503 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U4-U5 1504 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U5-U6 1505 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U6-U7 1506 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U7-U8 1507 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U8-U9 1508 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U9-U10 1509 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U10-U11 1510 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26North U11-L12 1511 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26North U1-L0 1550 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26North U1-L0 1551 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26North U11-L12 1560 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26North U11-L12 1561 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South L0-L1 2100 28.26 21.19 25.20 9.41 0.750 24.11 1936 29.54 709.59 847.73 1907.40 847.73South L1-L2 2101 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South L2-L3 2102 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00South L3-L4 2103 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00South L4-L5 2104 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L5-L6 2105 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L6-L7 2106 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L7-L8 2107 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L8-L9 2108 62.00 46.50 25.20 2.31 0.750 98.21 1936 22.42 1181.44 1860.00 4185.00 1860.00South L9-L10 2109 61.41 46.06 25.20 2.31 0.750 98.34 1936 22.40 1169.19 1842.42 4145.45 1842.42South L10-L11 2110 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South L11-L12 2111 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South U1-L1 2201 14.88 11.16 36.00 6.41 0.750 50.55 1936 27.99 353.91 446.25 1004.06 446.25South U2-L2 2202 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50South U2-L2 2203 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50South U10-L10 2209 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50South U10-L10 2210 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50South U11-L11 2211 14.81 11.11 36.00 6.42 0.750 50.47 1936 28.00 352.51 444.38 999.84 444.38South U3-L3 2230 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30South U3-L3 2231 17.93 13.44 7.00 5.75 0.750 10.97 1936 29.91 455.65 537.75 1209.94 537.75South U3-L3 2232 11.84 8.88 20.40 6.10 0.750 30.12 1936 29.29 294.62 355.05 798.86 355.05South U4-L4 2240 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U4-L4 2241 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U4-L4 2242 17.01 12.75 25.00 5.20 0.750 43.30 1936 28.53 412.32 510.15 1147.84 510.15South U5-L5 2250 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U5-L5 2251 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U5-L5 2252 16.99 12.74 25.00 5.81 0.750 38.70 1936 28.82 416.18 509.63 1146.66 509.63South U6-L6 2260 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U6-L6 2261 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U6-L6 2262 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30South U7-L7 2270 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U7-L7 2271 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U7-L7 2272 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30South U8-L8 2280 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30




148.38 138.13

* MBE 6A.6.2.1

K*L

FCR

(ksi)Capacity


P101160439

1905 = Prior to 1905 * 1936 = 1905 to 1936 *


Capacities

Type of Steel


Min rX,Y

(in)

K (AASHTO


rX,YAGROSS

(in2)ANET

(in2)Length

(ft)

South U8-L8 2281 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U8-L8 2282 17.01 12.75 25.00 5.20 0.750 43.30 1936 28.53 412.32 510.15 1147.84 510.15South U9-L9 2290 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30South U9-L9 2291 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30South U9-L9 2292 7.81 5.86 20.40 6.85 0.750 26.82 1936 29.43 195.40 234.30 527.17 234.30South U1-L2 2301 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00South U2-L4 2302 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59South U2-L4 2303 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59South U4-L6 2304 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U4-L6 2305 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U8-L6 2306 36.44 27.33 35.50 7.61 0.750 41.98 1936 28.61 886.25 1093.13 2459.53 1093.13South U8-L6 2307 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U10-L8 2308 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59South U10-L8 2309 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59South U11-L10 2310 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00South M3-L2 2382 18.81 14.11 32.40 5.09 0.750 57.24 1936 27.42 438.47 564.30 1269.68 564.30South M5-L4 2384 10.66 8.00 35.50 6.15 0.750 51.95 1936 27.88 252.61 319.80 719.55 319.80South M7-L8 2388 10.66 8.00 35.50 6.15 0.750 51.95 1936 27.88 252.61 319.80 719.55 319.80South M9-L10 2392 18.81 14.11 32.40 5.09 0.750 57.24 1936 27.42 438.47 564.30 1269.68 564.30South U1-L0 2500 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26South U1-U2 2501 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26South U2-U3 2502 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U3-U4 2503 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U4-U5 2504 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U5-U6 2505 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U6-U7 2506 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U7-U8 2507 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U8-U9 2508 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U9-U10 2509 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U10-U11 2510 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26South U11-L12 2511 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26South U1-L0 2550 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South U1-L0 2551 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South U11-L12 2560 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South U11-L12 2561 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26


Span 1

Truss member forces output from STAAD.pro V8i model


Calculations For: Kaw River Bridge Span 1Output copied from STAAD Max Axial Forces

Reference ID Member Rating ID Compression

(k) Tension (k)

1 L0-L1 1100 0.00 259.172 L1-L2 1101 0.00 218.573 L2-L3 1102 0.00 465.614 L3-L4 1103 0.00 438.495 L4-L5 1104 0.00 595.686 L5-L6 1105 0.00 585.807 L6-L7 1106 0.00 609.638 L7-L8 1107 0.00 616.459 L8-L9 1108 0.00 493.52

10 L9-L10 1109 0.00 519.6711 L10-L11 1110 0.00 277.2912 L11-L12 1111 0.00 321.0413 U1-L1 1201 0.00 65.5814 U2-L2 1202 199.86 0.0015 U2-L2 1203 206.17 0.0016 U10-L10 1209 162.27 0.0017 U10-L10 1210 167.91 0.0018 U11-L11 1211 0.00 173.1319 U3-L3 1230 9.87 0.0020 U3-L3 1231 10.10 0.0021 U3-L3 1232 0.00 65.8322 U4-L4 1240 0.00 15.7923 U4-L4 1241 0.00 15.1824 U4-L4 1242 0.00 14.2525 U5-L5 1250 15.23 0.0026 U5-L5 1251 15.47 0.0027 U5-L5 1252 0.00 68.3028 U6-L6 1260 15.27 0.0029 U6-L6 1261 15.55 0.0030 U6-L6 1262 19.37 0.0031 U7-L7 1270 15.22 0.0032 U7-L7 1271 15.44 0.0033 U7-L7 1272 0.00 68.3034 U8-L8 1280 0.00 45.1635 U8-L8 1281 0.00 46.3036 U8-L8 1282 0.00 45.3737 U9-L9 1290 9.66 0.0038 U9-L9 1291 9.79 0.0039 U9-L9 1292 0.00 65.8340 U1-L2 1301 0.00 390.7141 U2-L4 1302 0.00 235.4242 U2-L4 1303 0.00 169.0443 U4-L6 1304 0.00 150.5344 U4-L6 1305 0.00 85.8045 U8-L6 1306 0.00 48.2646 U8-L6 1307 0.00 113.14

P101160439

Strength I




(k) Tension (k)

P101160439

Strength I

47 U10-L8 1308 0.00 119.3748 U10-L8 1309 0.00 185.4649 U11-L10 1310 0.00 374.2650 M3-L2 1382 69.35 0.0051 M5-L4 1384 69.41 0.0052 M7-L8 1388 68.99 0.0053 M9-L10 1392 68.52 0.0058 U1-L0 1500 626.80 0.0059 U1-U2 1501 557.47 0.0060 U2-U3 1502 744.06 0.0061 U3-U4 1503 742.95 0.0062 U4-U5 1504 831.51 0.0063 U5-U6 1505 831.70 0.0064 U6-U7 1506 831.62 0.0065 U7-U8 1507 831.25 0.0066 U8-U9 1508 768.44 0.0067 U9-U10 1509 769.76 0.0068 U10-U11 1510 620.19 0.0069 U11-L12 1511 756.81 0.0070 U1-L0 1550 580.86 0.0071 U1-L0 1551 590.04 0.0072 U11-L12 1560 702.87 0.0073 U11-L12 1561 714.72 0.0074 L0-L1 2100 0.00 264.2875 L1-L2 2101 0.00 219.4376 L2-L3 2102 0.00 464.2277 L3-L4 2103 0.00 436.0478 L4-L5 2104 0.00 592.8979 L5-L6 2105 0.00 582.6880 L6-L7 2106 0.00 605.8581 L7-L8 2107 0.00 612.3982 L8-L9 2108 0.00 488.6183 L9-L10 2109 0.00 515.2184 L10-L11 2110 0.00 273.7585 L11-L12 2111 0.00 321.3486 U1-L1 2201 0.00 65.5587 U2-L2 2202 199.85 0.0088 U2-L2 2203 206.15 0.0089 U10-L10 2209 163.01 0.0090 U10-L10 2210 168.73 0.0091 U11-L11 2211 0.00 173.1092 U3-L3 2230 9.94 0.0093 U3-L3 2231 10.25 0.0094 U3-L3 2232 0.00 65.8195 U4-L4 2240 0.00 16.2096 U4-L4 2241 0.00 15.53




(k) Tension (k)

P101160439

Strength I

97 U4-L4 2242 0.00 14.5998 U5-L5 2250 15.41 0.0099 U5-L5 2251 15.82 0.00

100 U5-L5 2252 0.00 68.26101 U6-L6 2260 15.36 0.00102 U6-L6 2261 15.74 0.00103 U6-L6 2262 19.55 0.00104 U7-L7 2270 15.43 0.00105 U7-L7 2271 15.86 0.00106 U7-L7 2272 0.00 68.26107 U8-L8 2280 0.00 45.21108 U8-L8 2281 0.00 46.25109 U8-L8 2282 0.00 45.32110 U9-L9 2290 9.83 0.00111 U9-L9 2291 10.15 0.00112 U9-L9 2292 0.00 65.81113 U1-L2 2301 0.00 390.71114 U2-L4 2302 0.00 235.41115 U2-L4 2303 0.00 168.93116 U4-L6 2304 0.00 150.37117 U4-L6 2305 0.00 85.65118 U8-L6 2306 0.00 48.61119 U8-L6 2307 0.00 113.54120 U10-L8 2308 0.00 119.95121 U10-L8 2309 0.00 186.30122 U11-L10 2310 0.00 375.45123 M3-L2 2382 69.45 0.00124 M5-L4 2384 69.85 0.00125 M7-L8 2388 69.50 0.00126 M9-L10 2392 68.80 0.00131 U1-L0 2500 626.93 0.00132 U1-U2 2501 558.26 0.00133 U2-U3 2502 745.37 0.00134 U3-U4 2503 744.79 0.00135 U4-U5 2504 833.68 0.00136 U5-U6 2505 834.25 0.00137 U6-U7 2506 834.39 0.00138 U7-U8 2507 834.03 0.00139 U8-U9 2508 770.86 0.00140 U9-U10 2509 771.94 0.00141 U10-U11 2510 621.32 0.00142 U11-L12 2511 756.70 0.00143 U1-L0 2550 581.76 0.00144 U1-L0 2551 590.82 0.00145 U11-L12 2560 703.31 0.00146 U11-L12 2561 715.11 0.00


Span 1

Truss floor system member forces output from

STAAD.pro V8i model



North 10000 0.00 -1831.97 26.232 N/A 152.6641667 26.232RG 10001 N/A -2036.425 8.079 -7.988 169.7020833 8.079

10002 0.00 -1836.4 N/A -26.276 153.0333333 26.27610003 0.00 -1832.965 26.242 N/A 152.7470833 26.24210004 N/A -2037.773 8.085 -7.982 169.8144167 8.08510005 0.00 -1837.603 N/A -26.288 153.1335833 26.28810006 0.00 -1809.411 26.008 N/A 150.78425 26.00810007 N/A -2012.844 8.056 -8.011 167.737 8.05610008 0.00 -1811.627 N/A -26.03 150.9689167 26.0310009 0.00 -1809.959 26.013 N/A 150.8299167 26.01310010 N/A -2013.647 8.061 -8.006 167.8039167 8.06110011 0.00 -1812.413 N/A -26.037 151.0344167 26.03710012 0.00 -1810.247 26.016 N/A 150.8539167 26.01610013 N/A -2013.746 8.052 -8.013 167.8121667 8.05210014 0.00 -1812.316 N/A -26.037 151.0263333 26.03710015 0.00 -1810.186 26.015 N/A 150.8488333 26.01510016 N/A -2013.862 8.059 -8.008 167.8218333 8.05910017 0.00 -1812.528 N/A -26.039 151.044 26.03910018 0.00 -1810.317 26.017 N/A 150.85975 26.01710019 N/A -2013.862 8.053 -8.014 167.8218333 8.05310020 0.00 -1812.393 N/A -26.037 151.03275 26.03710021 0.00 -1810.108 26.015 N/A 150.8423333 26.01510022 N/A -2013.745 8.058 -8.007 167.8120833 8.05810023 0.00 -1812.46 N/A -26.038 151.0383333 26.03810024 0.00 -1810.173 26.015 N/A 150.84775 26.01510025 N/A -2013.636 8.051 -8.016 167.803 8.05110026 0.00 -1812.173 N/A -26.035 151.0144167 26.03510027 0.00 -1809.442 26.008 N/A 150.7868333 26.00810028 N/A -2012.865 8.056 -8.011 167.73875 8.05610029 0.00 -1811.665 N/A -26.03 150.9720833 26.0310030 0.00 -4645.198 54.177 N/A 387.0998333 54.17710031 N/A -5766.954 36.004 -21.96 480.5795 36.00410032 0.00 -5352.275 N/A -82.153 446.0229167 82.15310033 0.00 -6050.459 89.088 N/A 504.2049167 89.08810034 N/A -6782.109 29.028 -28.943 565.17575 29.02810035 0.00 -6054.746 N/A -89.131 504.5621667 89.131

South 20000 0.00 -1879.704 26.706 N/A 156.642 26.706RG 20001 N/A -2079.578 7.993 -8.074 173.2981667 8.074

20002 0.00 -1875.264 N/A -26.662 156.272 26.66220003 0.00 -1878.684 26.696 N/A 156.557 26.696

LOAD COMB 11 Strength I

Controlling moment (k-ft)

Controlling shear (k)Rating ID

Max bending moment (k-in)

Max bending moment (k-in) Max shear (k) Max shear (k)








20004 N/A -2078.207 7.989 -8.078 173.1839167 8.07820005 0.00 -1874.043 N/A -26.65 156.17025 26.6520006 0.00 -1849.036 26.401 N/A 154.0863333 26.40120007 N/A -2049.961 8.013 -8.054 170.8300833 8.05420008 0.00 -1846.827 N/A -26.379 153.90225 26.37920009 0.00 -1848.552 26.397 N/A 154.046 26.39720010 N/A -2049.244 8.009 -8.058 170.7703333 8.05820011 0.00 -1846.171 N/A -26.373 153.8475833 26.37320012 0.00 -1848.083 26.392 N/A 154.0069167 26.39220013 N/A -2048.835 8.015 -8.05 170.73625 8.0520014 0.00 -1846.009 N/A -26.371 153.8340833 26.37120015 0.00 -1848.346 26.394 N/A 154.0288333 26.39420016 N/A -2049.023 8.01 -8.057 170.7519167 8.05720017 0.00 -1846.01 N/A -26.371 153.8341667 26.37120018 0.00 -1848.219 26.393 N/A 154.01825 26.39320019 N/A -2049.02 8.016 -8.051 170.7516667 8.05120020 0.00 -1846.134 N/A -26.372 153.8445 26.37220021 0.00 -1848.224 26.393 N/A 154.0186667 26.39320022 N/A -2048.841 8.009 -8.056 170.73675 8.05620023 0.00 -1845.88 N/A -26.37 153.8233333 26.3720024 0.00 -1848.362 26.395 N/A 154.0301667 26.39520025 N/A -2049.242 8.018 -8.05 170.7701667 8.0520026 0.00 -1846.358 N/A -26.375 153.8631667 26.37520027 0.00 -1849.08 26.402 N/A 154.09 26.40220028 N/A -2050 8.013 -8.054 170.8333333 8.05420029 0.00 -1846.879 N/A -26.38 153.9065833 26.3820030 0.00 -4690.321 54.626 N/A 390.8600833 54.62620031 N/A -5806.73 35.933 -22.03 483.8941667 35.93320032 0.00 -5389.214 N/A -82.52 449.1011667 82.5220033 0.00 -6097.884 89.559 N/A 508.157 89.55920034 N/A -6825.072 28.948 -29.023 568.756 29.02320035 0.00 -6093.594 N/A -89.517 507.7995 89.517

North 30000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 30001 0.00 -11.763 0.467 -0.467 0.98025 0.467

30002 0.00 -11.763 0.467 -0.467 0.98025 0.46730003 0.00 -11.763 0.467 -0.467 0.98025 0.46730004 0.00 -11.762 0.467 -0.467 0.980166667 0.46730005 0.00 -11.763 0.467 -0.467 0.98025 0.46730006 0.00 -11.763 0.467 -0.467 0.98025 0.46730007 0.00 -11.763 0.467 -0.467 0.98025 0.467








30008 0.00 -11.763 0.467 -0.467 0.98025 0.46730009 0.00 -11.763 0.467 -0.467 0.98025 0.46730010 0.00 -11.763 0.467 -0.467 0.98025 0.46730011 0.00 -11.764 0.467 -0.467 0.980333333 0.46730012 0.00 -11.763 0.467 -0.467 0.98025 0.46730013 0.00 -11.76 0.467 -0.467 0.98 0.46730014 0.00 -11.763 0.467 -0.467 0.98025 0.46730015 0.00 -11.763 0.467 -0.467 0.98025 0.46730016 0.00 -11.763 0.467 -0.467 0.98025 0.46730017 0.00 -11.763 0.467 -0.467 0.98025 0.46730018 0.00 -11.763 0.467 -0.467 0.98025 0.46730019 0.00 -11.763 0.467 -0.467 0.98025 0.46730020 0.00 -11.763 0.467 -0.467 0.98025 0.46730021 0.00 -11.763 0.467 -0.467 0.98025 0.46730022 0.00 -11.76 0.467 -0.467 0.98 0.46730023 0.00 -11.763 0.467 -0.467 0.98025 0.46730024 0.00 -11.763 0.467 -0.467 0.98025 0.46730025 0.00 -11.763 0.467 -0.467 0.98025 0.46730026 0.00 -11.763 0.467 -0.467 0.98025 0.46730027 0.00 -11.763 0.467 -0.467 0.98025 0.46730028 0.00 -11.763 0.467 -0.467 0.98025 0.46730029 0.00 -11.763 0.467 -0.467 0.98025 0.46730030 0.00 -11.763 0.467 -0.467 0.98025 0.46730031 0.00 -11.76 0.467 -0.467 0.98 0.46730032 0.00 -11.763 0.467 -0.467 0.98025 0.46730033 0.00 -11.763 0.467 -0.467 0.98025 0.46730034 0.00 -11.763 0.467 -0.467 0.98025 0.46730035 0.00 -11.763 0.467 -0.467 0.98025 0.467

South 40000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 40001 0.00 -11.763 0.467 -0.467 0.98025 0.467

40002 0.00 -11.763 0.467 -0.467 0.98025 0.46740003 0.00 -11.763 0.467 -0.467 0.98025 0.46740004 0.00 -11.762 0.467 -0.467 0.980166667 0.46740005 0.00 -11.763 0.467 -0.467 0.98025 0.46740006 0.00 -11.763 0.467 -0.467 0.98025 0.46740007 0.00 -11.763 0.467 -0.467 0.98025 0.46740008 0.00 -11.763 0.467 -0.467 0.98025 0.46740009 0.00 -11.763 0.467 -0.467 0.98025 0.46740010 0.00 -11.763 0.467 -0.467 0.98025 0.46740011 0.00 -11.764 0.467 -0.467 0.980333333 0.467








40012 0.00 -11.763 0.467 -0.467 0.98025 0.46740013 0.00 -11.76 0.467 -0.467 0.98 0.46740014 0.00 -11.763 0.467 -0.467 0.98025 0.46740015 0.00 -11.763 0.467 -0.467 0.98025 0.46740016 0.00 -11.763 0.467 -0.467 0.98025 0.46740017 0.00 -11.763 0.467 -0.467 0.98025 0.46740018 0.00 -11.763 0.467 -0.467 0.98025 0.46740019 0.00 -11.763 0.467 -0.467 0.98025 0.46740020 0.00 -11.763 0.467 -0.467 0.98025 0.46740021 0.00 -11.763 0.467 -0.467 0.98025 0.46740022 0.00 -11.76 0.467 -0.467 0.98 0.46740023 0.00 -11.763 0.467 -0.467 0.98025 0.46740024 0.00 -11.763 0.467 -0.467 0.98025 0.46740025 0.00 -11.763 0.467 -0.467 0.98025 0.46740026 0.00 -11.763 0.467 -0.467 0.98025 0.46740027 0.00 -11.763 0.467 -0.467 0.98025 0.46740028 0.00 -11.763 0.467 -0.467 0.98025 0.46740029 0.00 -11.763 0.467 -0.467 0.98025 0.46740030 0.00 -11.763 0.467 -0.467 0.98025 0.46740031 0.00 -11.76 0.467 -0.467 0.98 0.46740032 0.00 -11.763 0.467 -0.467 0.98025 0.46740033 0.00 -11.763 0.467 -0.467 0.98025 0.46740034 0.00 -11.763 0.467 -0.467 0.98025 0.46740035 0.00 -11.763 0.467 -0.467 0.98025 0.467

Floorbeam60000 0.00 -882.249 29.809 N/A 73.52075 29.80960001 N/A -964.882 2.776 N/A 80.40683333 2.77660002 N/A -1024.7 1.347 -0.896 85.39166667 1.34760003 N/A -1035.584 N/A -2.325 86.29866667 2.32560004 0.00 -882.947 N/A -29.832 73.57891667 29.83260010 0.00 -67.559 2.085 N/A 5.629916667 2.08560011 N/A -45.429 0.733 N/A 3.78575 0.73360012 N/A -48.353 0.267 -0.568 4.029416667 0.56860013 N/A -33.895 N/A -1.294 2.824583333 1.29460014 87.74 0 N/A -2.646 7.312 2.64660020 0.00 -72.444 2.221 N/A 6.037 2.22160021 N/A -52.487 0.869 N/A 4.373916667 0.86960022 N/A -52.979 0.133 -0.702 4.414916667 0.70260023 N/A -31.804 N/A -1.168 2.650333333 1.16860024 83.23 0 N/A -2.521 6.935666667 2.52160100 0.00 -1689.771 56.719 N/A 140.81425 56.719








60101 N/A -1795.674 3.414 N/A 149.6395 3.41460102 N/A -1891.641 1.535 -0.67 157.63675 1.53560103 N/A -1934.434 N/A -2.549 161.2028333 2.54960104 0.00 -1689.03 N/A -56.695 140.7525 56.69560110 0.00 -67.725 2.09 N/A 5.64375 2.0960111 N/A -45.69 0.738 N/A 3.8075 0.73860112 N/A -48.421 0.272 -0.564 4.035083333 0.56460113 N/A -33.815 N/A -1.288 2.817916667 1.28860114 87.54 0 N/A -2.64 7.294583333 2.6460120 0.00 -73.071 2.239 N/A 6.08925 2.23960121 N/A -53.394 0.886 N/A 4.4495 0.88660122 N/A -52.862 0.149 -0.686 4.405166667 0.68660123 N/A -31.531 N/A -1.152 2.627583333 1.15260124 82.64 0 N/A -2.504 6.886916667 2.50460200 0.00 -1682.142 56.465 N/A 140.1785 56.46560201 N/A -1786.891 3.382 N/A 148.9075833 3.38260202 N/A -1877.733 1.502 -0.702 156.47775 1.50260203 N/A -1916.305 N/A -2.582 159.6920833 2.58260204 0.00 -1680.798 N/A -56.42 140.0665 56.4260210 0.00 -60.34 1.885 N/A 5.028333333 1.88560211 N/A -40.517 0.532 N/A 3.376416667 0.53260212 N/A -43.06 0.265 -0.571 3.588333333 0.57160213 N/A -28.459 N/A -0.969 2.371583333 0.96960214 76.06 0 N/A -2.322 6.338166667 2.32260220 0.00 -62.736 1.952 N/A 5.228 1.95260221 N/A -43.997 0.599 N/A 3.666416667 0.59960222 N/A -45.245 0.197 -0.638 3.770416667 0.63860223 N/A -27.394 N/A -0.906 2.282833333 0.90660224 73.78 0 N/A -2.258 6.148083333 2.25860300 0.00 -1673.92 56.191 N/A 139.4933333 56.19160301 N/A -1777.897 3.361 N/A 148.1580833 3.36160302 N/A -1864.571 1.481 -0.724 155.3809167 1.48160303 N/A -1899.574 N/A -2.603 158.2978333 2.60360304 0.00 -1673.187 N/A -56.167 139.43225 56.16760310 0.00 -60.347 1.885 N/A 5.028916667 1.88560311 N/A -40.532 0.533 N/A 3.377666667 0.53360312 N/A -43.081 0.265 -0.57 3.590083333 0.5760313 N/A -28.448 N/A -0.968 2.370666667 0.96860314 76.04 0 N/A -2.321 6.33625 2.32160320 0.00 -63.173 1.964 N/A 5.264416667 1.96460321 N/A -44.632 0.611 N/A 3.719333333 0.611








60322 N/A -45.248 0.209 -0.626 3.770666667 0.62660323 N/A -27.198 N/A -0.894 2.2665 0.89460324 73.36 0 N/A -2.247 6.113166667 2.24760400 0.00 -1674.109 56.197 N/A 139.5090833 56.19760401 N/A -1777.946 3.357 N/A 148.1621667 3.35760402 N/A -1864.257 1.477 -0.727 155.35475 1.47760403 N/A -1899.007 N/A -2.607 158.2505833 2.60760404 0.00 -1672.955 N/A -56.159 139.4129167 56.15960410 0.00 -60.771 1.897 N/A 5.06425 1.89760411 N/A -41.152 0.545 N/A 3.429333333 0.54560412 N/A -43.15 0.277 -0.559 3.595833333 0.55960413 N/A -28.254 N/A -0.957 2.3545 0.95760414 75.62 0 N/A -2.309 6.301583333 2.30960420 0.00 -62.891 1.956 N/A 5.240916667 1.95660421 N/A -44.223 0.603 N/A 3.68525 0.60360422 N/A -45.246 0.202 -0.634 3.7705 0.63460423 N/A -27.322 N/A -0.902 2.276833333 0.90260424 73.62 0 N/A -2.254 6.13525 2.25460500 0.00 -1674.088 56.197 N/A 139.5073333 56.19760501 N/A -1777.946 3.357 N/A 148.1621667 3.35760502 N/A -1864.333 1.478 -0.727 155.3610833 1.47860503 N/A -1899.142 N/A -2.606 158.2618333 2.60660504 0.00 -1672.974 N/A -56.159 139.4145 56.15960510 0.00 -60.49 1.889 N/A 5.040833333 1.88960511 N/A -40.741 0.537 N/A 3.395083333 0.53760512 N/A -43.109 0.269 -0.567 3.592416667 0.56760513 N/A -28.382 N/A -0.965 2.365166667 0.96560514 75.89 0 N/A -2.317 6.3245 2.31760520 0.00 -63.157 1.963 N/A 5.263083333 1.96360521 N/A -44.609 0.611 N/A 3.717416667 0.61160522 N/A -45.25 0.209 -0.627 3.770833333 0.62760523 N/A -27.205 N/A -0.895 2.267083333 0.89560524 73.37 0 N/A -2.247 6.114416667 2.24760600 0.00 -1674.162 56.199 N/A 139.5135 56.19960601 N/A -1777.986 3.356 N/A 148.1655 3.35660602 N/A -1864.273 1.477 -0.728 155.3560833 1.47760603 N/A -1899.007 N/A -2.607 158.2505833 2.60760604 0.00 -1672.965 N/A -56.159 139.41375 56.15960610 0.00 -60.754 1.896 N/A 5.062833333 1.89660611 N/A -41.125 0.544 N/A 3.427083333 0.54460612 N/A -43.15 0.276 -0.559 3.595833333 0.559








60613 N/A -28.264 N/A -0.958 2.355333333 0.95860614 75.64 0 N/A -2.31 6.303416667 2.3160620 0.00 -62.892 1.956 N/A 5.241 1.95660621 N/A -44.224 0.603 N/A 3.685333333 0.60360622 N/A -45.247 0.202 -0.634 3.770583333 0.63460623 N/A -27.323 N/A -0.902 2.276916667 0.90260624 73.63 0 N/A -2.254 6.1355 2.25460700 0.00 -1674.087 56.197 N/A 139.50725 56.19760701 N/A -1777.946 3.357 N/A 148.1621667 3.35760702 N/A -1864.333 1.478 -0.727 155.3610833 1.47860703 N/A -1899.143 N/A -2.606 158.2619167 2.60660704 0.00 -1672.974 N/A -56.159 139.4145 56.15960710 0.00 -60.488 1.889 N/A 5.040666667 1.88960711 N/A -40.74 0.537 N/A 3.395 0.53760712 N/A -43.109 0.269 -0.567 3.592416667 0.56760713 N/A -28.38 N/A -0.964 2.365 0.96460714 75.89 0 N/A -2.317 6.324166667 2.31760720 0.00 -63.173 1.964 N/A 5.264416667 1.96460721 N/A -44.634 0.611 N/A 3.7195 0.61160722 N/A -45.249 0.209 -0.626 3.77075 0.62660723 N/A -27.196 N/A -0.894 2.266333333 0.89460724 73.35 0 N/A -2.246 6.112666667 2.24660800 0.00 -1674.109 56.197 N/A 139.5090833 56.19760801 N/A -1777.946 3.357 N/A 148.1621667 3.35760802 N/A -1864.26 1.477 -0.727 155.355 1.47760803 N/A -1899.012 N/A -2.607 158.251 2.60760804 0.00 -1672.957 N/A -56.159 139.4130833 56.15960810 0.00 -60.771 1.897 N/A 5.06425 1.89760811 N/A -41.149 0.544 N/A 3.429083333 0.54460812 N/A -43.149 0.277 -0.559 3.59575 0.55960813 N/A -28.258 N/A -0.957 2.354833333 0.95760814 75.63 0 N/A -2.31 6.302416667 2.3160820 0.00 -62.745 1.952 N/A 5.22875 1.95260821 N/A -44.009 0.599 N/A 3.667416667 0.59960822 N/A -45.253 0.198 -0.638 3.771083333 0.63860823 N/A -27.39 N/A -0.905 2.2825 0.90560824 73.77 0 N/A -2.258 6.147333333 2.25860900 0.00 -1673.923 56.191 N/A 139.4935833 56.19160901 N/A -1777.909 3.361 N/A 148.1590833 3.36160902 N/A -1864.589 1.481 -0.724 155.3824167 1.48160903 N/A -1899.598 N/A -2.603 158.2998333 2.603








60904 0.00 -1673.197 N/A -56.167 139.4330833 56.16760910 0.00 -60.34 1.885 N/A 5.028333333 1.88560911 N/A -40.517 0.532 N/A 3.376416667 0.53260912 N/A -43.073 0.265 -0.571 3.589416667 0.57160913 N/A -28.459 N/A -0.969 2.371583333 0.96960914 76.06 0 N/A -2.322 6.33825 2.32260920 0.00 -62.732 1.951 N/A 5.227666667 1.95160921 N/A -43.995 0.599 N/A 3.66625 0.59960922 N/A -45.286 0.197 -0.638 3.773833333 0.63860923 N/A -27.413 N/A -0.906 2.284416667 0.90660924 73.78 0 N/A -2.258 6.1485 2.25861000 0.00 -2519.704 84.384 N/A 209.9753333 84.38461001 N/A -2624.721 3.389 N/A 218.72675 3.38961002 N/A -2716.157 1.51 -0.695 226.3464167 1.5161003 N/A -2755.167 N/A -2.575 229.59725 2.57561004 0.00 -2519.213 N/A -84.367 209.9344167 84.36761010 0.00 -68.309 2.106 N/A 5.692416667 2.10661011 N/A -46.539 0.754 N/A 3.87825 0.75461012 N/A -48.554 0.288 -0.548 4.046166667 0.54861013 N/A -33.578 N/A -1.273 2.798166667 1.27361014 86.99 0 N/A -2.625 7.249416667 2.62561020 0.00 -72.501 2.223 N/A 6.04175 2.22361021 N/A -52.593 0.87 N/A 4.38275 0.8761022 N/A -53.062 0.135 -0.7 4.421833333 0.761023 N/A -31.845 N/A -1.167 2.65375 1.16761024 83.16 0 N/A -2.519 6.930333333 2.51961100 0.00 -5251.448 175.442 N/A 437.6206667 175.44261101 N/A -5357.291 3.414 N/A 446.4409167 3.41461102 N/A -5453.156 1.534 -0.671 454.4296667 1.53461103 N/A -5496.048 N/A -2.55 458.004 2.5561104 0.00 -5250.686 N/A -175.417 437.5571667 175.41761110 0.00 -67.733 2.09 N/A 5.644416667 2.0961111 N/A -45.706 0.738 N/A 3.808833333 0.73861112 N/A -48.484 0.272 -0.564 4.040333333 0.56461113 N/A -33.905 N/A -1.289 2.825416667 1.28961114 87.58 0 N/A -2.642 7.298083333 2.64261120 0.00 -72.33 2.218 N/A 6.0275 2.21861121 N/A -52.327 0.866 N/A 4.360583333 0.86661122 N/A -53.07 0.13 -0.705 4.4225 0.70561123 N/A -31.875 N/A -1.171 2.65625 1.17161124 83.34 0 N/A -2.524 6.94475 2.524








61200 0.00 -2768.763 92.693 N/A 230.73025 92.69361201 N/A -2850.863 2.761 N/A 237.5719167 2.76161202 N/A -2909.485 1.332 -0.911 242.4570833 1.33261203 N/A -2919.432 N/A -2.34 243.286 2.3461204 0.00 -2767.722 N/A -92.658 230.6435 92.658


Span 1

Truss floor system member capacity summary



0 60000 443.34 1627.26 14.87 22.130 60001 443.34 1509.71 159.70 18.780 60002 443.34 1627.26 329.13 19.060 60003 443.34 1543.00 190.68 17.880 60004 443.34 1627.26 14.86 22.12

0A 60010 400.59 534.57 192.13 94.950A 60011 400.59 534.57 546.51 141.210A 60012 400.59 534.57 705.26 132.670A 60013 400.59 534.57 309.57 189.260A 60014 400.59 534.57 151.39 73.110B 60020 400.59 534.57 180.36 88.550B 60021 400.59 534.57 460.98 122.220B 60022 400.59 534.57 570.64 121.080B 60023 400.59 534.57 342.97 201.700B 60024 400.59 534.57 158.90 77.081 60100 426.81 1612.63 7.52 11.451 60101 421.00 1500.96 123.32 10.031 60102 426.81 1612.63 278.05 10.231 60103 421.00 1500.96 165.16 9.311 60104 426.81 1612.63 7.53 11.46

1A 60110 400.59 534.57 191.67 94.721A 60111 400.59 534.57 542.80 140.401A 60112 400.59 534.57 710.27 132.481A 60113 400.59 534.57 311.02 189.701A 60114 400.59 534.57 151.74 73.281B 60120 400.59 534.57 178.91 87.791B 60121 400.59 534.57 452.13 120.141B 60122 400.59 534.57 583.95 121.351B 60123 400.59 534.57 347.73 203.451B 60124 400.59 534.57 159.98 77.622 60200 426.81 1612.63 7.56 11.502 60201 426.81 1612.63 126.20 10.832 60202 426.81 1612.63 284.16 10.312 60203 426.81 1612.63 165.30 10.102 60204 426.81 1612.63 7.56 11.51

2A 60210 400.59 534.57 212.51 106.312A 60211 400.59 534.57 752.99 158.322A 60212 400.59 534.57 701.56 148.972A 60213 400.59 534.57 413.41 225.412A 60214 400.59 534.57 172.52 84.342B 60220 400.59 534.57 205.22 102.252B 60221 400.59 534.57 668.76 145.80

Moment C/D

Strength I As-inspected properties utilized, if no significant loss was noted then 5% reduction to as-built is

applied and usedFloorbeam Rating IDShear

Capacity (k)

Moment Capacity

(k-ft)

Shear C/D



Moment C/D



Capacity (k)

Moment Capacity

(k-ft)

Shear C/D

2B 60222 400.59 534.57 627.88 141.782B 60223 400.59 534.57 442.15 234.172B 60224 400.59 534.57 177.41 86.953 60300 426.81 1612.63 7.60 11.563 60301 426.81 1612.63 126.99 10.883 60302 426.81 1612.63 288.19 10.383 60303 426.81 1514.20 163.97 9.573 60304 426.81 1612.63 7.60 11.57

3A 60310 400.59 534.57 212.51 106.303A 60311 400.59 534.57 751.58 158.273A 60312 400.59 534.57 702.79 148.903A 60313 400.59 534.57 413.83 225.493A 60314 400.59 534.57 172.59 84.373B 60320 400.59 534.57 203.97 101.543B 60321 400.59 534.57 655.63 143.733B 60322 400.59 534.57 639.92 141.773B 60323 400.59 534.57 448.09 235.863B 60324 400.59 534.57 178.28 87.454 60400 426.81 1612.63 7.59 11.564 60401 426.81 1612.63 127.14 10.884 60402 426.81 1612.63 288.97 10.384 60403 426.81 1612.63 163.72 10.194 60404 426.81 1612.63 7.60 11.57

4A 60410 400.59 534.57 211.17 105.564A 60411 400.59 534.57 735.03 155.884A 60412 400.59 534.57 716.62 148.664A 60413 400.59 534.57 418.59 227.044A 60414 400.59 534.57 173.49 84.834B 60420 400.59 534.57 204.80 102.004B 60421 400.59 534.57 664.33 145.064B 60422 400.59 534.57 631.85 141.784B 60423 400.59 534.57 444.11 234.794B 60424 400.59 534.57 177.72 87.135 60500 426.81 1612.63 7.59 11.565 60501 426.81 1612.63 127.14 10.885 60502 426.81 1612.63 288.78 10.385 60503 426.81 1612.63 163.78 10.195 60504 426.81 1612.63 7.60 11.57

5A 60510 400.59 534.57 212.06 106.055A 60511 400.59 534.57 745.98 157.455A 60512 400.59 534.57 706.51 148.815A 60513 400.59 534.57 415.12 226.02



Moment C/D



Capacity (k)

Moment Capacity

(k-ft)

Shear C/D

5A 60514 400.59 534.57 172.89 84.525B 60520 400.59 534.57 204.07 101.575B 60521 400.59 534.57 655.63 143.805B 60522 400.59 534.57 638.90 141.765B 60523 400.59 534.57 447.59 235.805B 60524 400.59 534.57 178.28 87.436 60600 426.81 1612.63 7.59 11.566 60601 426.81 1612.63 127.18 10.886 60602 426.81 1612.63 288.97 10.386 60603 426.81 1612.63 163.72 10.196 60604 426.81 1612.63 7.60 11.57

6A 60610 400.59 534.57 211.28 105.596A 60611 400.59 534.57 736.38 155.986A 60612 400.59 534.57 716.62 148.666A 60613 400.59 534.57 418.15 226.966A 60614 400.59 534.57 173.42 84.816B 60620 400.59 534.57 204.80 102.006B 60621 400.59 534.57 664.33 145.056B 60622 400.59 534.57 631.85 141.776B 60623 400.59 534.57 444.11 234.786B 60624 400.59 534.57 177.72 87.137 60700 426.81 1612.63 7.59 11.567 60701 426.81 1612.63 127.14 10.887 60702 426.81 1612.63 288.78 10.387 60703 426.81 1514.20 163.78 9.577 60704 426.81 1612.63 7.60 11.57

7A 60710 400.59 534.57 212.06 106.057A 60711 400.59 534.57 745.98 157.467A 60712 400.59 534.57 706.51 148.817A 60713 400.59 534.57 415.55 226.037A 60714 400.59 534.57 172.89 84.537B 60720 400.59 534.57 203.97 101.547B 60721 400.59 534.57 655.63 143.727B 60722 400.59 534.57 639.92 141.777B 60723 400.59 534.57 448.09 235.877B 60724 400.59 534.57 178.36 87.458 60800 426.81 1612.63 7.59 11.568 60801 426.81 1612.63 127.14 10.888 60802 426.81 1612.63 288.97 10.388 60803 426.81 1514.20 163.72 9.578 60804 426.81 1612.63 7.60 11.57

8A 60810 400.59 534.57 211.17 105.56



Moment C/D



Capacity (k)

Moment Capacity

(k-ft)

Shear C/D

8A 60811 400.59 534.57 736.38 155.898A 60812 400.59 534.57 716.62 148.678A 60813 400.59 534.57 418.59 227.018A 60814 400.59 534.57 173.42 84.828B 60820 400.59 534.57 205.22 102.248B 60821 400.59 534.57 668.76 145.768B 60822 400.59 534.57 627.88 141.768B 60823 400.59 534.57 442.64 234.208B 60824 400.59 534.57 177.41 86.969 60900 426.81 1612.63 7.60 11.569 60901 426.81 1612.63 126.99 10.889 60902 426.81 1612.63 288.19 10.389 60903 426.81 1514.20 163.97 9.579 60904 426.81 1612.63 7.60 11.57

9A 60910 400.59 534.57 212.51 106.319A 60911 400.59 534.57 752.99 158.329A 60912 400.59 534.57 701.56 148.939A 60913 400.59 534.57 413.41 225.419A 60914 400.59 534.57 172.52 84.349B 60920 400.59 534.57 205.33 102.269B 60921 400.59 534.57 668.76 145.819B 60922 400.59 534.57 627.88 141.659B 60923 400.59 534.57 442.15 234.019B 60924 400.59 534.57 177.41 86.9410 61000 426.81 1612.63 5.06 7.6810 61001 426.81 1612.63 125.94 7.3710 61002 426.81 1612.63 282.66 7.1210 61003 426.81 1612.63 165.75 7.0210 61004 426.81 1612.63 5.06 7.68

10A 61010 400.59 534.57 190.21 93.9110A 61011 400.59 534.57 531.29 137.8410A 61012 400.59 534.57 731.00 132.1210A 61013 400.59 534.57 314.68 191.0410A 61014 400.59 534.57 152.61 73.7410B 61020 400.59 534.57 180.20 88.4810B 61021 400.59 534.57 460.45 121.9710B 61022 400.59 534.57 572.27 120.8910B 61023 400.59 534.57 343.26 201.4410B 61024 400.59 534.57 159.03 77.1311 61100 426.81 1612.63 2.43 3.6811 61101 426.81 1612.63 125.02 3.6111 61102 426.81 1612.63 278.23 3.55



Moment C/D



Capacity (k)

Moment Capacity

(k-ft)

Shear C/D

11 61103 426.81 1612.63 167.38 3.5211 61104 426.81 1612.63 2.43 3.69

11A 61110 400.59 534.57 191.67 94.7111A 61111 400.59 534.57 542.80 140.3511A 61112 400.59 534.57 710.27 132.3111A 61113 400.59 534.57 310.78 189.2011A 61114 400.59 534.57 151.62 73.2511B 61120 400.59 534.57 180.61 88.6911B 61121 400.59 534.57 462.58 122.5911B 61122 400.59 534.57 568.21 120.8811B 61123 400.59 534.57 342.09 201.2511B 61124 400.59 534.57 158.71 76.9712 61200 443.34 1627.26 4.78 7.0512 61201 443.34 1627.26 160.57 6.8512 61202 443.34 1627.26 332.84 6.7112 61203 443.34 1627.26 189.46 6.6912 61204 443.34 1627.26 4.78 7.06



North 10000 428.23 1480.88 16.32 9.70North 10001 428.23 1480.88 53.01 8.73North 10002 428.23 1483.09 16.30 9.69North 10003 428.23 1483.09 16.32 9.71North 10004 428.23 1483.09 52.97 8.73North 10005 428.23 1483.09 16.29 9.68North 10006 428.23 1483.09 16.47 9.84North 10007 428.23 1483.09 53.16 8.84North 10008 428.23 1483.09 16.45 9.82North 10009 428.23 1483.09 16.46 9.83North 10010 428.23 1483.09 53.12 8.84North 10011 428.23 1483.09 16.45 9.82North 10012 428.23 1483.09 16.46 9.83North 10013 428.23 1483.09 53.18 8.84North 10014 428.23 1483.09 16.45 9.82North 10015 428.23 1483.09 16.46 9.83North 10016 428.23 1483.09 53.14 8.84North 10017 428.23 1483.09 16.45 9.82North 10018 428.23 1483.09 16.46 9.83North 10019 428.23 1483.09 53.18 8.84North 10020 428.23 1483.09 16.45 9.82North 10021 428.23 1483.09 16.46 9.83North 10022 428.23 1483.09 53.14 8.84North 10023 428.23 1483.09 16.45 9.82North 10024 428.23 1483.09 16.46 9.83North 10025 428.23 1483.09 53.19 8.84North 10026 428.23 1483.09 16.45 9.82North 10027 428.23 1483.09 16.47 9.84North 10028 428.23 1483.09 53.16 8.84North 10029 428.23 1483.09 16.45 9.82North 10030 428.23 1483.09 7.90 3.83North 10031 428.23 1483.09 11.89 3.09North 10032 428.23 1483.09 5.21 3.33North 10033 428.23 1483.09 4.81 2.94North 10034 428.23 1483.09 14.75 2.62North 10035 428.23 1483.09 4.80 2.94South 20000 428.23 1480.88 16.03 9.45South 20001 428.23 1480.88 53.04 8.55South 20002 428.23 1483.09 16.06 9.49South 20003 428.23 1480.88 16.04 9.46South 20004 428.23 1483.09 53.01 8.56

Running Girder Rating ID

Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear C/D


applied and usedMoment

C/D




Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear C/D


applied and usedMoment

C/D

South 20005 428.23 1483.09 16.07 9.50South 20006 428.23 1483.09 16.22 9.63South 20007 428.23 1483.09 53.17 8.68South 20008 428.23 1483.09 16.23 9.64South 20009 428.23 1483.09 16.22 9.63South 20010 428.23 1483.09 53.14 8.68South 20011 428.23 1483.09 16.24 9.64South 20012 428.23 1483.09 16.23 9.63South 20013 428.23 1483.09 53.20 8.69South 20014 428.23 1483.09 16.24 9.64South 20015 428.23 1483.09 16.22 9.63South 20016 428.23 1483.09 53.15 8.69South 20017 428.23 1483.09 16.24 9.64South 20018 428.23 1483.09 16.23 9.63South 20019 428.23 1483.09 53.19 8.69South 20020 428.23 1483.09 16.24 9.64South 20021 428.23 1483.09 16.23 9.63South 20022 428.23 1483.09 53.16 8.69South 20023 428.23 1483.09 16.24 9.64South 20024 428.23 1483.09 16.22 9.63South 20025 428.23 1483.09 53.20 8.68South 20026 428.23 1483.09 16.24 9.64South 20027 428.23 1483.09 16.22 9.62South 20028 428.23 1483.09 53.17 8.68South 20029 428.23 1483.09 16.23 9.64South 20030 428.23 1483.09 7.84 3.79South 20031 428.23 1483.09 11.92 3.06South 20032 428.23 1483.09 5.19 3.30South 20033 428.23 1483.09 4.78 2.92South 20034 428.23 1483.09 14.75 2.61South 20035 428.23 1483.09 4.78 2.92



North 30000 152.24 201.05 325.99 205.10North 30001 152.24 201.05 325.99 205.10North 30002 152.24 201.05 325.99 205.10North 30003 152.24 201.05 325.99 205.10North 30004 152.24 201.05 325.99 205.12North 30005 152.24 201.05 325.99 205.10North 30006 152.24 201.05 325.99 205.10North 30007 152.24 201.05 325.99 205.10North 30008 152.24 201.05 325.99 205.10North 30009 152.24 201.05 325.99 205.10North 30010 152.24 201.05 325.99 205.10North 30011 152.24 201.05 325.99 205.08North 30012 152.24 201.05 325.99 205.10North 30013 152.24 201.05 325.99 205.15North 30014 152.24 201.05 325.99 205.10North 30015 152.24 201.05 325.99 205.10North 30016 152.24 201.05 325.99 205.10North 30017 152.24 201.05 325.99 205.10North 30018 152.24 201.05 325.99 205.10North 30019 152.24 201.05 325.99 205.10North 30020 152.24 201.05 325.99 205.10North 30021 152.24 201.05 325.99 205.10North 30022 152.24 201.05 325.99 205.15North 30023 152.24 201.05 325.99 205.10North 30024 152.24 201.05 325.99 205.10North 30025 152.24 201.05 325.99 205.10North 30026 152.24 201.05 325.99 205.10North 30027 152.24 201.05 325.99 205.10North 30028 152.24 201.05 325.99 205.10North 30029 152.24 201.05 325.99 205.10North 30030 152.24 201.05 325.99 205.10North 30031 152.24 201.05 325.99 205.15North 30032 152.24 201.05 325.99 205.10North 30033 152.24 201.05 325.99 205.10North 30034 152.24 201.05 325.99 205.10North 30035 152.24 201.05 325.99 205.10South 40000 152.24 201.05 325.99 205.10South 40001 152.24 201.05 325.99 205.10South 40002 152.24 201.05 325.99 205.10South 40003 152.24 201.05 325.99 205.10South 40004 152.24 201.05 325.99 205.12

Moment C/D


applied and usedStringer Rating IDShear

Capacity (k)

Moment Capacity

(k-ft)

Shear C/D



Moment C/D


applied and usedStringer Rating IDShear

Capacity (k)

Moment Capacity

(k-ft)

Shear C/D

South 40005 152.24 201.05 325.99 205.10South 40006 152.24 201.05 325.99 205.10South 40007 152.24 201.05 325.99 205.10South 40008 152.24 201.05 325.99 205.10South 40009 152.24 201.05 325.99 205.10South 40010 152.24 201.05 325.99 205.10South 40011 152.24 201.05 325.99 205.08South 40012 152.24 201.05 325.99 205.10South 40013 152.24 201.05 325.99 205.15South 40014 152.24 201.05 325.99 205.10South 40015 152.24 201.05 325.99 205.10South 40016 152.24 201.05 325.99 205.10South 40017 152.24 201.05 325.99 205.10South 40018 152.24 201.05 325.99 205.10South 40019 152.24 201.05 325.99 205.10South 40020 152.24 201.05 325.99 205.10South 40021 152.24 201.05 325.99 205.10South 40022 152.24 201.05 325.99 205.15South 40023 152.24 201.05 325.99 205.10South 40024 152.24 201.05 325.99 205.10South 40025 152.24 201.05 325.99 205.10South 40026 152.24 201.05 325.99 205.10South 40027 152.24 201.05 325.99 205.10South 40028 152.24 201.05 325.99 205.10South 40029 152.24 201.05 325.99 205.10South 40030 152.24 201.05 325.99 205.10South 40031 152.24 201.05 325.99 205.15South 40032 152.24 201.05 325.99 205.10South 40033 152.24 201.05 325.99 205.10South 40034 152.24 201.05 325.99 205.10South 40035 152.24 201.05 325.99 205.10


Span 1

Truss member capacity to demand ratios


Calculations For: Kaw River Bridge Span 1All phases will have the same force results for Span 1Phase 1 - 10' trail centered on bridge with platform at Pier 1Phase 2 - Phase 1 with a platform added to Span 2Phase 3 - Phase 3 with a building added to the Span 2 platform

**Ratios shown as "N/A" indicate that the member does not experience Tension/Compression for the applied load cases

North L0-L1 1100 N/A 4.34North L1-L2 1101 N/A 5.14North L2-L3 1102 N/A 4.04North L3-L4 1103 N/A 4.29North L4-L5 1104 N/A 4.02North L5-L6 1105 N/A 4.09North L6-L7 1106 N/A 3.93North L7-L8 1107 N/A 3.88North L8-L9 1108 N/A 3.80North L9-L10 1109 N/A 3.62North L10-L11 1110 N/A 4.05North L11-L12 1111 N/A 3.50North U1-L1 1201 N/A 8.61North U2-L2 1202 4.21 N/ANorth U2-L2 1203 3.98 N/ANorth U10-L10 1209 5.19 N/ANorth U10-L10 1210 4.55 N/ANorth U11-L11 1211 N/A 3.26North U3-L3 1230 47.50 N/ANorth U3-L3 1231 47.31 N/ANorth U3-L3 1232 N/A 8.57North U4-L4 1240 N/A 35.74North U4-L4 1241 N/A 37.17North U4-L4 1242 N/A 39.60North U5-L5 1250 30.35 N/ANorth U5-L5 1251 30.99 N/ANorth U5-L5 1252 N/A 8.26North U6-L6 1260 30.29 N/ANorth U6-L6 1261 30.83 N/ANorth U6-L6 1262 23.67 N/ANorth U7-L7 1270 30.39 N/ANorth U7-L7 1271 31.06 N/ANorth U7-L7 1272 N/A 7.46North U8-L8 1280 N/A 12.50North U8-L8 1281 N/A 12.19

Span 1 Truss Capacity/Demand

ratios**

Dead Load + Live LoadMember CapacityCapacity/Demand =

Compression** Tension**

Truss Member Rating IDAll PhasesStrength I

Compression Tension Compression** Tension**



**Ratios shown as "N/A" indicate that the member does not experience Tension/Compression for the applied load casesSpan 1 Truss

Capacity/Demand ratios**





North U8-L8 1282 N/A 11.24North U9-L9 1290 48.50 N/ANorth U9-L9 1291 48.83 N/ANorth U9-L9 1292 N/A 9.60North U1-L2 1301 N/A 2.92North U2-L4 1302 N/A 4.68North U2-L4 1303 N/A 6.52North U4-L6 1304 N/A 7.32North U4-L6 1305 N/A 12.85North U8-L6 1306 N/A 22.85North U8-L6 1307 N/A 9.75North U10-L8 1308 N/A 9.24North U10-L8 1309 N/A 5.95North U11-L10 1310 N/A 3.05North M3-L2 1382 6.32 N/ANorth M5-L4 1384 6.20 N/ANorth M7-L8 1388 6.56 N/ANorth M9-L10 1392 7.45 N/ANorth U1-L0 1500 2.77 N/ANorth U1-U2 1501 3.12 N/ANorth U2-U3 1502 2.98 N/ANorth U3-U4 1503 2.98 N/ANorth U4-U5 1504 2.67 N/ANorth U5-U6 1505 2.67 N/ANorth U6-U7 1506 2.67 N/ANorth U7-U8 1507 2.67 N/ANorth U8-U9 1508 2.89 N/ANorth U9-U10 1509 2.88 N/ANorth U10-U11 1510 2.80 N/ANorth U11-L12 1511 2.30 N/ANorth U1-L0 1550 3.03 N/ANorth U1-L0 1551 2.98 N/ANorth U11-L12 1560 2.50 N/ANorth U11-L12 1561 2.46 N/A









South L0-L1 2100 N/A 3.21South L1-L2 2101 N/A 5.12South L2-L3 2102 N/A 4.05South L3-L4 2103 N/A 4.31South L4-L5 2104 N/A 4.04South L5-L6 2105 N/A 4.11South L6-L7 2106 N/A 3.95South L7-L8 2107 N/A 3.91South L8-L9 2108 N/A 3.81South L9-L10 2109 N/A 3.58South L10-L11 2110 N/A 4.11South L11-L12 2111 N/A 3.50South U1-L1 2201 N/A 6.81South U2-L2 2202 4.21 N/ASouth U2-L2 2203 3.98 N/ASouth U10-L10 2209 5.16 N/ASouth U10-L10 2210 4.86 N/ASouth U11-L11 2211 N/A 2.57South U3-L3 2230 47.17 N/ASouth U3-L3 2231 44.44 N/ASouth U3-L3 2232 N/A 5.40South U4-L4 2240 N/A 34.82South U4-L4 2241 N/A 36.34South U4-L4 2242 N/A 34.96South U5-L5 2250 30.01 N/ASouth U5-L5 2251 30.31 N/ASouth U5-L5 2252 N/A 7.47South U6-L6 2260 30.11 N/ASouth U6-L6 2261 30.46 N/ASouth U6-L6 2262 23.45 N/ASouth U7-L7 2270 29.97 N/ASouth U7-L7 2271 30.24 N/ASouth U7-L7 2272 N/A 8.27South U8-L8 2280 N/A 12.48South U8-L8 2281 N/A 12.20









South U8-L8 2282 N/A 11.26South U9-L9 2290 47.66 N/ASouth U9-L9 2291 47.12 N/ASouth U9-L9 2292 N/A 3.56South U1-L2 2301 N/A 2.92South U2-L4 2302 N/A 4.68South U2-L4 2303 N/A 6.53South U4-L6 2304 N/A 7.33South U4-L6 2305 N/A 12.87South U8-L6 2306 N/A 22.49South U8-L6 2307 N/A 9.71South U10-L8 2308 N/A 9.19South U10-L8 2309 N/A 5.92South U11-L10 2310 N/A 3.04South M3-L2 2382 6.31 N/ASouth M5-L4 2384 3.62 N/ASouth M7-L8 2388 3.63 N/ASouth M9-L10 2392 6.37 N/ASouth U1-L0 2500 2.77 N/ASouth U1-U2 2501 3.11 N/ASouth U2-U3 2502 2.97 N/ASouth U3-U4 2503 2.98 N/ASouth U4-U5 2504 2.66 N/ASouth U5-U6 2505 2.66 N/ASouth U6-U7 2506 2.66 N/ASouth U7-U8 2507 2.66 N/ASouth U8-U9 2508 2.88 N/ASouth U9-U10 2509 2.87 N/ASouth U10-U11 2510 2.80 N/ASouth U11-L12 2511 2.30 N/ASouth U1-L0 2550 3.02 N/ASouth U1-L0 2551 2.98 N/ASouth U11-L12 2560 2.50 N/ASouth U11-L12 2561 2.46 N/A


Span 1

Truss floor system member capacity to demand ratios



Main Floorbeam 0 100 17.88 14.86Main Floorbeam 1 110 9.31 7.52Main Floorbeam 2 120 10.10 7.56Main Floorbeam 3 130 9.57 7.60Main Floorbeam 4 140 10.19 7.59Main Floorbeam 5 150 10.19 7.59Main Floorbeam 6 160 10.19 7.59Main Floorbeam 7 170 9.57 7.59Main Floorbeam 8 180 9.57 7.59Main Floorbeam 9 190 9.57 7.60

Main Floorbeam 10 200 7.02 5.06Main Floorbeam 11 210 3.52 2.43Main Floorbeam 12 220 6.69 4.78

Intermediate Floorbeam 0A 101 73.11 151.39Intermediate Floorbeam 0B 102 77.08 158.90Intermediate Floorbeam 1A 111 73.28 151.74Intermediate Floorbeam 1B 112 77.62 159.98Intermediate Floorbeam 2A 121 84.34 172.52Intermediate Floorbeam 2B 122 86.95 177.41Intermediate Floorbeam 3A 131 84.37 172.59Intermediate Floorbeam 3B 132 87.45 178.28Intermediate Floorbeam 4A 141 84.83 173.49Intermediate Floorbeam 4B 142 87.13 177.72Intermediate Floorbeam 5A 151 84.52 172.89Intermediate Floorbeam 5B 152 87.43 178.28Intermediate Floorbeam 6A 161 84.81 173.42Intermediate Floorbeam 6B 162 87.13 177.72Intermediate Floorbeam 7A 171 84.53 172.89Intermediate Floorbeam 7B 172 87.45 178.36Intermediate Floorbeam 8A 181 84.82 173.42Intermediate Floorbeam 8B 182 86.96 177.41Intermediate Floorbeam 9A 191 84.34 172.52Intermediate Floorbeam 9B 192 86.94 177.41

Intermediate Floorbeam 10A 201 73.74 152.61Intermediate Floorbeam 10B 202 77.13 159.03Intermediate Floorbeam 11A 211 73.25 151.62Intermediate Floorbeam 11B 212 76.97 158.71

North Running Girder - 2.62 4.80South Running Girder - 2.61 4.78

North Stringer - 205.08 325.99South Stringer - 205.08 325.99

Capacity/Demand =


ratios

Member CapacityDead Load + Live Load

Member Ref ID

All PhasesStrength I

Moment Shear


Span 2













1 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57812 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.0000 0.0000 -17.57813 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

P101160439





P101160439







1 15.0000 0.0625 -0.9375 0.0313 -0.0293 -0.0003 7.9688 -59.5322 -59.53252 15.0000 0.0625 -0.9375 15.9688 -14.9707 -0.0003 7.9688 -59.5322 -59.53253 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses














1 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.0473 -0.0038 -26.78882 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.0473 -0.0038 -26.78883 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8027 -64.6708 -64.72004 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8027 -64.6708 -64.72005 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2223 -72.8968 -72.94606 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2223 -72.8968 -72.94607 0.1250 15.0000 -1.8750 7.5000 -14.0625 -35.1563 0.0473 -0.0042 -35.16058 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

P101160439





P101160439







1 13.7000 0.1250 -1.7125 0.7125 -1.2202 -0.0022 8.0633 -111.3400 -111.34222 13.7000 0.1250 -1.7125 15.2875 -26.1798 -0.0022 6.5117 -72.6149 -72.61713 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 6.4508 -58.1531 -58.69144 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 4.8992 -33.5437 -34.08205 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 6.4508 -58.1531 -58.69146 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 4.8992 -33.5437 -34.08207 15.0000 0.1250 -1.8750 0.0625 -0.1172 -0.0024 8.7133 -142.3514 -142.35398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses














1 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.0399 -0.0027 -26.78772 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.0399 -0.0027 -26.78773 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8101 -64.8127 -64.86194 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8101 -64.8127 -64.86195 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2149 -72.7463 -72.79556 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2149 -72.7463 -72.79557 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

P101160439






P101160439







1 13.7000 0.1250 -1.7125 0.7750 -1.3272 -0.0022 7.2250 -89.3936 -89.39582 13.7000 0.1250 -1.7125 15.2250 -26.0728 -0.0022 7.2250 -89.3936 -89.39583 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54576 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54577 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 30.1981 in2 Iy = 1515.8682 in2 Ix = 734.922 in2




Section Losses














1 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.8711 -1.2993 -28.08432 0.1250 13.7000 -1.7125 7.5000 -12.8438 -26.7849 0.8711 -1.2993 -28.08433 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 7.7211 -83.3115 -83.36074 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 7.7211 -83.3115 -83.36075 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.8711 -0.7113 -18.28946 0.0625 15.0000 -0.9375 7.5000 -7.0313 -17.5781 0.8711 -0.7113 -18.28947 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

P101160439






P101160439







1 13.7000 0.1250 -1.7125 0.7125 -1.2202 -0.0022 7.2875 -90.9469 -90.94912 13.7000 0.1250 -1.7125 15.2875 -26.1798 -0.0022 7.2875 -90.9469 -90.94913 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 15.0000 0.0625 -0.9375 0.0313 -0.0293 -0.0003 7.9688 -59.5322 -59.53256 15.0000 0.0625 -0.9375 15.9688 -14.9707 -0.0003 7.9688 -59.5322 -59.53257 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses














1 0.4000 6.0000 -2.4000 7.5000 -18.0000 -7.2000 0.0000 0.0000 -7.20002 0.4000 6.0000 -2.4000 7.5000 -18.0000 -7.2000 0.0000 0.0000 -7.20003 0.0625 0.5000 -0.0313 4.2500 -0.1328 -0.0007 3.2500 -0.3301 -0.33074 0.0625 0.5000 -0.0313 10.7500 -0.3359 -0.0007 3.2500 -0.3301 -0.33075 0.1250 0.5000 -0.0625 4.2500 -0.2656 -0.0013 3.2500 -0.6602 -0.66156 0.1250 0.5000 -0.0625 10.7500 -0.6719 -0.0013 3.2500 -0.6602 -0.66157 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000






Section Losses

P101160439






P101160439







1 6.0000 0.4000 -2.4000 0.2000 -0.4800 -0.0320 7.7666 -144.7697 -144.80172 6.0000 0.4000 -2.4000 15.8000 -37.9200 -0.0320 7.8334 -147.2677 -147.29973 0.5000 0.0625 -0.0313 0.0313 -0.0010 0.0000 7.9354 -1.9678 -1.96784 0.5000 0.0625 -0.0313 0.0313 -0.0010 0.0000 7.9354 -1.9678 -1.96785 0.5000 0.1250 -0.0625 15.9375 -0.9961 -0.0001 7.9709 -3.9709 -3.97106 0.5000 0.1250 -0.0625 15.9375 -0.9961 -0.0001 7.9709 -3.9709 -3.97107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses













1 0.1250 15.0000 -1.8750 7.5000 -14.0625 -35.1563 0.0000 0.0000 -35.15632 0.1250 15.0000 -1.8750 7.5000 -14.0625 -35.1563 0.0000 0.0000 -35.15633 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

P101160439





P101160439







1 15.0000 0.1250 -1.8750 0.0625 -0.1172 -0.0024 7.9375 -118.1323 -118.13482 15.0000 0.1250 -1.8750 15.9375 -29.8828 -0.0024 7.9375 -118.1323 -118.13483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 18.8100 in2 Iy = 926.261 in2 Ix = 565.7082 in2




Section Losses














1 0.0625 13.7000 -0.8563 7.5000 -6.4219 -13.3925 0.0399 -0.0014 -13.39382 0.0625 13.7000 -0.8563 7.5000 -6.4219 -13.3925 0.0399 -0.0014 -13.39383 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8101 -64.8127 -64.86194 2.1500 0.6500 -1.3975 14.3500 -20.0541 -0.0492 6.8101 -64.8127 -64.86195 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2149 -72.7463 -72.79556 2.1500 0.6500 -1.3975 0.3250 -0.4542 -0.0492 7.2149 -72.7463 -72.79557 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







Section Losses

P101160439





P101160439







1 13.7000 0.0625 -0.8563 0.7438 -0.6368 -0.0003 7.2563 -45.0843 -45.08462 13.7000 0.0625 -0.8563 15.2563 -13.0632 -0.0003 7.2563 -45.0843 -45.08463 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54574 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54575 0.6500 2.1500 -1.3975 2.3250 -3.2492 -0.5383 5.6750 -45.0074 -45.54576 0.6500 2.1500 -1.3975 13.6750 -19.1108 -0.5383 5.6750 -45.0074 -45.54577 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







A = 28.5713 in2 Iy = 1435.8864 in2 Ix = 710.7486 in2




Section Losses





A1 = tw = 0.5000 in A = 19.1 in2

B1 = d = 20.0000 in Ix = 1169.5 in4

A2 = tf = 0.7900 in Sx = 117.0 in3


B3 = bf = 6.2500 in ry = 1.21 intw = 0.7600 in

do = N/A in d = 20.0000 intf = 0.79 in

bf = 6.2500 in




Loss # b (in) h (in) (in2) (in) (in3) (in4) (in) (in4) (in4)1 5.5000 0.4775 -2.6263 19.7613 -51.8980 -0.0499 11.7357 -361.7020 -361.75192 0.7500 0.7900 -0.5925 19.6050 -11.6160 -0.0308 11.5794 -79.4440 -79.47483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000





cbottom = 10.0000 in rx = 7.8363 in cbottom = 8.0256 in rx = 7.1235 inJ = 2.8218 in4 Z = 137.26 in3

Z = 137.26 in3

Section Losses

P101160439

do = stiffener spacing for shear check for no stiffners use "N/A" Span 2 Typical Stringer





P101160439



1 Web 9.2100 3.1250 28.7813 0.1919 0.0000 0.0000 0.19192 Top Flange 4.9375 3.1250 15.4297 16.0726 0.0000 0.0000 16.07263 Bottom Flange 4.9375 3.1250 15.4297 16.0726 0.0000 0.0000 16.0726










ry = 1.1786 in rx = 7.6308n Sbot = 105.5474 in3

Z = 130.3984 in3


M 292.5 k-ft 263.87 k-ft 168.1 k-ft 168.09 k-ft AB = As-BuiltV 160.25 k 152.24 k 160.25 k 152.24 k AI = As-Inspected



Capacities*


Section Losses








C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

Web Plate


4

Section Losses


2

P101160439

Span 2 Floorbeam 7 by north stringer


1



P101160439









1 0.2500 14.0000 -3.5000 7.0000 -24.5000 -57.1667 0.0000 0.0000 -57.16672 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

Web Plate


4

Section Losses


2

P101160439

Span 2 Floorbeam 7 by south stringer


1



P101160439









1 0.3750 14.0000 -5.2500 7.0000 -36.7500 -85.7500 0.0021 0.0000 -85.75002 2.0000 0.2500 -0.5000 6.7813 -3.3906 -0.0026 0.2209 -0.0244 -0.02703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

Web Plate


4

Section Losses


2

P101160439

Span 2 FB11 by south str FB9 by north str


1



P101160439









1 0.1250 14.0000 -1.7500 7.0000 -12.2500 -28.5833 0.0000 0.0000 -28.58332 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

Web Plate


4

Section Losses


2

P101160439

Span 2 Floorbeam 9 by south stringer


1



P101160439









1 0.1875 14.0000 -2.6250 7.0000 -18.3750 -42.8750 0.0000 0.0000 -42.87502 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 808.9861 in3

Web Plate


4

Section Losses


2

P101160439

Span 2 FB11 by north stringer


1



P101160439









1 0.2500 13.2500 -3.3125 6.8750 -22.7734 -48.4626 0.1114 -0.0411 -48.50372 0.6875 0.2500 -0.1719 0.1250 -0.0215 -0.0009 6.8614 -8.0916 -8.09253 0.6875 0.5000 -0.3438 13.7500 -4.7266 -0.0072 6.7636 -15.7253 -15.73254 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.8197 in rx = 14.4809 in Sbot = 645.0530 in3

Z = 768.5368 in3






Capacities*

Section Losses









C4 = in C5 = inA4 = in A5 = in











Z = 294.4155 in3

P101160439

Span 2 Floorbeam 11A by North Stringer


1

2

Web Plate

4

Section Losses




P101160439









1 0.2500 3.5625 -0.8906 1.7813 -1.5864 -0.9419 2.5573 -5.8245 -6.76642 3.0000 0.2500 -0.7500 3.6875 -2.7656 -0.0039 0.6511 -0.3179 -0.32183 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 1.2027 in rx = 9.9088 in Sbot = 213.8291 in3

Z = 279.6948 in3




Section Losses



Capacities*








C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 819.6736 in3

Web Plate


4

Section Losses


2

P101160439

Span 2 Floorbeam 12 by North Stringer


1



P101160439









1 0.3750 13.5000 -5.0625 7.2500 -36.7031 -76.8867 0.2300 -0.2677 -77.15452 0.6875 0.5000 -0.3438 0.2500 -0.0859 -0.0072 6.7700 -15.7552 -15.76233 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.796 in rx = 14.4206 in Sbot = 650.9029 in3

Z = 778.6899 in3






Capacities*

Section Losses









C4 = 0.6875 in C5 = 0.6875 inA4 = 14.0000 in A5 = 14.0000 in











Z = 819.6736 in3

P101160439

Span 2 Floorbeam 12 by South Stringer


1

2

Web Plate

4

Section Losses




P101160439









1 0.2500 14.0000 -3.5000 7.0000 -24.5000 -57.1667 0.0000 0.0000 -57.16672 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000








ry = 2.796 in rx = 14.4206 in Sbot = 650.9029 in3

Z = 778.6899 in3




Section Losses



Capacities*



Span 2




1 L0-L1 1100 37.47 28.10 25.20 8.74 13.522 L1-L2 1101 37.47 28.10 25.20 8.74 13.523 L2-L3 1102 62.70 47.03 25.20 2.25 11.514 L3-L4 1103 62.70 47.03 25.20 2.25 12.295 L4-L5 1104 79.80 59.85 25.20 2.25 8.936 L5-L6 1105 79.80 59.85 25.20 2.25 10.137 L6-L7 1106 79.80 59.85 25.20 2.25 10.138 L7-L8 1107 79.80 59.85 25.20 2.25 8.939 L8-L9 1108 62.70 47.03 25.20 2.25 12.29

10 L9-L10 1109 62.70 47.03 25.20 2.25 11.5111 L10-L11 1110 37.47 28.10 25.20 8.74 13.5212 L11-L12 1111 37.47 28.10 25.20 8.74 13.5213 U1-L1 1201 18.81 14.11 36.00 5.48 7.0214 U2-L2 1202 33.25 24.94 13.20 7.10 7.0315 U2-L2 1203 33.25 24.94 27.40 7.10 7.0316 U10-L10 1209 33.25 24.94 13.20 7.10 7.0317 U10-L10 1210 33.25 24.94 27.40 7.10 7.0318 U11-L11 1211 18.81 14.11 36.00 5.48 7.0219 U3-L3 1230 18.81 14.11 18.00 5.48 7.0220 U3-L3 1231 18.81 14.11 7.00 5.48 7.0221 U3-L3 1232 18.81 14.11 20.40 5.48 7.0222 U4-L4 1240 18.81 14.11 22.60 5.48 7.0223 U4-L4 1241 18.81 14.11 2.42 5.48 7.0224 U4-L4 1242 18.81 14.11 25.00 5.48 7.0225 U5-L5 1250 18.81 14.11 22.60 5.48 7.0226 U5-L5 1251 18.81 14.11 2.42 5.48 7.0227 U5-L5 1252 18.81 14.11 25.00 5.48 7.0228 U6-L6 1260 18.81 14.11 22.60 5.48 7.0229 U6-L6 1261 18.81 14.11 2.42 5.48 7.0230 U6-L6 1262 18.81 14.11 25.00 5.48 7.0231 U7-L7 1270 18.81 14.11 22.60 5.48 7.0232 U7-L7 1271 18.81 14.11 2.42 5.48 7.0233 U7-L7 1272 17.93 13.44 25.00 5.75 7.1134 U8-L8 1280 18.81 14.11 22.60 5.48 7.0235 U8-L8 1281 18.81 14.11 2.42 5.48 7.0236 U8-L8 1282 18.81 14.11 25.00 5.48 7.0237 U9-L9 1290 18.81 14.11 18.00 5.48 7.0238 U9-L9 1291 18.81 14.11 7.00 5.48 7.0239 U9-L9 1292 19.19 14.39 20.40 4.70 7.5640 U1-L2 1301 38.00 28.50 44.00 2.25 7.5041 U2-L4 1302 36.75 27.56 32.30 7.31 9.4042 U2-L4 1303 36.75 27.56 32.40 7.31 9.40


P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)


Calculations For: Kaw River Bridge Span 2As-inspected properties utilized, if no significant loss was noted then 5% reduction to as-built is applied and usedReference

ID Rating IDMember

P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)43 U4-L6 1304 36.75 27.56 35.50 7.31 9.4044 U4-L6 1305 36.75 27.56 35.50 7.31 9.4045 U8-L6 1306 36.75 27.56 35.50 7.31 9.4046 U8-L6 1307 36.75 27.56 35.50 7.31 9.4047 U10-L8 1308 36.75 27.56 32.40 7.31 9.4048 U10-L8 1309 36.75 27.56 32.30 7.31 9.4049 U11-L10 1310 38.00 28.50 44.00 2.25 7.5050 M3-L2 1382 18.81 14.11 32.40 5.48 5.0951 M5-L4 1384 18.81 14.11 35.50 5.48 5.0952 M7-L8 1388 22.77 17.08 35.50 4.62 7.6153 M9-L10 1392 21.98 16.49 32.40 5.01 7.3958 U1-L0 1500 69.08 51.81 26.00 10.16 10.3759 U1-U2 1501 69.08 51.81 25.60 10.16 10.3760 U2-U3 1502 88.37 66.28 25.60 9.28 10.4961 U3-U4 1503 88.37 66.28 25.60 9.28 10.4962 U4-U5 1504 88.37 66.28 25.20 9.28 10.4963 U5-U6 1505 88.37 66.28 25.20 9.28 10.4964 U6-U7 1506 88.37 66.28 25.20 9.28 10.4965 U7-U8 1507 88.37 66.28 25.20 9.28 10.4966 U8-U9 1508 88.37 66.28 25.60 9.28 10.4967 U9-U10 1509 88.37 66.28 25.60 9.28 10.4968 U10-U11 1510 69.08 51.81 25.60 10.16 10.3769 U11-L12 1511 69.08 51.81 26.00 10.16 10.3770 U1-L0 1550 69.08 51.81 9.00 10.16 10.3771 U1-L0 1551 69.08 51.81 9.00 10.16 10.3772 U11-L12 1560 69.08 51.81 9.00 10.16 10.3773 U11-L12 1561 69.08 51.81 9.00 10.16 10.3774 L0-L1 2100 37.47 28.10 25.20 8.74 13.5275 L1-L2 2101 37.47 28.10 25.20 8.74 13.5276 L2-L3 2102 62.70 47.03 25.20 2.25 11.5177 L3-L4 2103 62.70 47.03 25.20 2.25 12.2978 L4-L5 2104 79.80 59.85 25.20 2.25 8.9379 L5-L6 2105 79.80 59.85 25.20 2.25 10.1380 L6-L7 2106 79.80 59.85 25.20 2.25 10.1381 L7-L8 2107 79.80 59.85 25.20 2.25 8.9382 L8-L9 2108 62.70 47.03 25.20 2.25 12.2983 L9-L10 2109 62.70 47.03 25.20 2.25 11.5184 L10-L11 2110 37.47 28.10 25.20 8.74 13.5285 L11-L12 2111 37.47 28.10 25.20 8.74 13.5286 U1-L1 2201 18.81 14.11 36.00 5.48 7.0287 U2-L2 2202 33.25 24.94 13.20 7.10 7.0388 U2-L2 2203 33.25 24.94 27.40 7.10 7.03



ID Rating IDMember

P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)89 U10-L10 2209 33.25 24.94 13.20 7.10 7.0390 U10-L10 2210 33.25 24.94 27.40 7.10 7.0391 U11-L11 2211 14.81 11.11 36.00 6.42 6.9892 U3-L3 2230 18.81 14.11 18.00 5.48 7.0293 U3-L3 2231 18.81 14.11 7.00 5.48 7.0294 U3-L3 2232 18.81 14.11 20.40 5.48 7.0295 U4-L4 2240 18.81 14.11 22.60 5.48 7.0296 U4-L4 2241 18.81 14.11 2.42 5.48 7.0297 U4-L4 2242 18.81 14.11 25.00 5.48 7.0298 U5-L5 2250 18.81 14.11 22.60 5.48 7.0299 U5-L5 2251 18.81 14.11 2.42 5.48 7.02

100 U5-L5 2252 18.81 14.11 25.00 5.48 7.02101 U6-L6 2260 18.81 14.11 22.60 5.48 7.02102 U6-L6 2261 18.81 14.11 2.42 5.48 7.02103 U6-L6 2262 18.81 14.11 25.00 5.48 7.02104 U7-L7 2270 18.81 14.11 22.60 5.48 7.02105 U7-L7 2271 18.81 14.11 2.42 5.48 7.02106 U7-L7 2272 16.05 12.04 25.00 5.89 7.02107 U8-L8 2280 18.81 14.11 22.60 5.48 7.02108 U8-L8 2281 18.81 14.11 2.42 5.48 7.02109 U8-L8 2282 18.81 14.11 25.00 5.48 7.02110 U9-L9 2290 18.81 14.11 18.00 5.48 7.02111 U9-L9 2291 18.81 14.11 7.00 5.48 7.02112 U9-L9 2292 22.77 17.08 20.40 4.62 7.61113 U1-L2 2301 38.00 28.50 44.00 2.25 7.50114 U2-L4 2302 36.75 27.56 32.30 7.31 9.40115 U2-L4 2303 36.75 27.56 32.40 7.31 9.40116 U4-L6 2304 36.75 27.56 35.50 7.31 9.40117 U4-L6 2305 36.75 27.56 35.50 7.31 9.40118 U8-L6 2306 36.75 27.56 35.50 7.31 9.40119 U8-L6 2307 36.75 27.56 35.50 7.31 9.40120 U10-L8 2308 36.75 27.56 32.40 7.31 9.40121 U10-L8 2309 36.75 27.56 32.30 7.31 9.40122 U11-L10 2310 38.00 28.50 44.00 2.25 7.50123 M3-L2 2382 18.81 14.11 32.40 5.48 5.09124 M5-L4 2384 18.81 14.11 35.50 5.48 5.09125 M7-L8 2388 18.81 14.11 35.50 5.48 5.09126 M9-L10 2392 18.81 14.11 32.40 5.48 5.09131 U1-L0 2500 69.08 51.81 26.00 10.16 10.37132 U1-U2 2501 69.08 51.81 25.60 10.16 10.37133 U2-U3 2502 88.37 66.28 25.60 9.28 10.49134 U3-U4 2503 88.37 66.28 25.60 9.28 10.49



ID Rating IDMember

P101160439

AGROSS

(in2)ANET

(in2)Length

(ft)rX

(in)rY

(in)135 U4-U5 2504 88.37 66.28 25.20 9.28 10.49136 U5-U6 2505 88.37 66.28 25.20 9.28 10.49137 U6-U7 2506 88.37 66.28 25.20 9.28 10.49138 U7-U8 2507 88.37 66.28 25.20 9.28 10.49139 U8-U9 2508 88.37 66.28 25.60 9.28 10.49140 U9-U10 2509 88.37 66.28 25.60 9.28 10.49141 U10-U11 2510 69.08 51.81 25.60 10.16 10.37142 U11-L12 2511 69.08 51.81 26.00 10.16 10.37143 U1-L0 2550 69.08 51.81 9.00 10.16 10.37144 U1-L0 2551 69.08 51.81 9.00 10.16 10.37145 U11-L12 2560 69.08 51.81 9.00 10.16 10.37146 U11-L12 2561 69.08 51.81 9.00 10.16 10.37


Span 2





148.38 138.13

* MBE 6A.6.2.1

K*L

FCR

(ksi)Capacity


North L0-L1 1100 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North L1-L2 1101 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North L2-L3 1102 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L3-L4 1103 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L4-L5 1104 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L5-L6 1105 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L6-L7 1106 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L7-L8 1107 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00North L8-L9 1108 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L9-L10 1109 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00North L10-L11 1110 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North L11-L12 1111 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97North U1-L1 1201 18.81 14.11 36.00 5.48 0.750 59.08 1936 27.26 435.78 564.30 1269.68 564.30North U2-L2 1202 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50North U2-L2 1203 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50North U10-L10 1209 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50North U10-L10 1210 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50North U11-L11 1211 18.81 14.11 36.00 5.48 0.750 59.08 1936 27.26 435.78 564.30 1269.68 564.30North U3-L3 1230 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30North U3-L3 1231 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30North U3-L3 1232 18.81 14.11 20.40 5.48 0.750 33.48 1936 29.12 465.57 564.30 1269.68 564.30North U4-L4 1240 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U4-L4 1241 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U4-L4 1242 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U5-L5 1250 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U5-L5 1251 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U5-L5 1252 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U6-L6 1260 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U6-L6 1261 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U6-L6 1262 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U7-L7 1270 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U7-L7 1271 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U7-L7 1272 17.93 13.44 25.00 5.75 0.750 39.16 1936 28.79 438.72 537.75 1209.94 537.75North U8-L8 1280 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30North U8-L8 1281 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30North U8-L8 1282 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30North U9-L9 1290 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30North U9-L9 1291 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30North U9-L9 1292 19.19 14.39 20.40 4.70 0.750 39.08 1936 28.80 469.64 575.55 1294.99 575.55North U1-L2 1301 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00North U2-L4 1302 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59North U2-L4 1303 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59North U4-L6 1304 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U4-L6 1305 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U8-L6 1306 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U8-L6 1307 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59North U10-L8 1308 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59North U10-L8 1309 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59North U11-L10 1310 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00North M3-L2 1382 18.81 14.11 32.40 5.09 0.750 57.24 1936 27.42 438.47 564.30 1269.68 564.30North M5-L4 1384 18.81 14.11 35.50 5.09 0.750 62.72 1936 26.91 430.21 564.30 1269.68 564.30North M7-L8 1388 22.77 17.08 35.50 4.62 0.750 69.20 1936 26.24 507.84 683.18 1537.14 683.18North M9-L10 1392 21.98 16.49 32.40 5.01 0.750 58.25 1936 27.33 510.66 659.40 1483.65 659.40


Capacities

Type of Steel


Min rX,Y

(in)

K (AASHTO


rX,YAGROSS

(in2)ANET

(in2)Length

(ft)

P101160439

1905 = Prior to 1905 * 1936 = 1905 to 1936 *




148.38 138.13

* MBE 6A.6.2.1

K*L

FCR

(ksi)Capacity



Capacities

Type of Steel


Min rX,Y

(in)

K (AASHTO


rX,YAGROSS

(in2)ANET

(in2)Length

(ft)

P101160439

1905 = Prior to 1905 * 1936 = 1905 to 1936 *

North U1-L0 1500 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26North U1-U2 1501 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26North U2-U3 1502 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U3-U4 1503 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U4-U5 1504 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U5-U6 1505 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U6-U7 1506 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U7-U8 1507 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17North U8-U9 1508 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U9-U10 1509 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17North U10-U11 1510 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26North U11-L12 1511 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26North U1-L0 1550 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26North U1-L0 1551 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26North U11-L12 1560 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26North U11-L12 1561 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South L0-L1 2100 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South L1-L2 2101 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South L2-L3 2102 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00South L3-L4 2103 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00South L4-L5 2104 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L5-L6 2105 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L6-L7 2106 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L7-L8 2107 79.80 59.85 25.20 2.25 0.750 100.76 1936 22.02 1493.55 2394.00 5386.50 2394.00South L8-L9 2108 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00South L9-L10 2109 62.70 47.03 25.20 2.25 0.750 100.76 1936 22.02 1173.50 1881.00 4232.25 1881.00South L10-L11 2110 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South L11-L12 2111 37.47 28.10 25.20 8.74 0.750 25.94 1936 29.47 938.53 1123.97 2528.93 1123.97South U1-L1 2201 18.81 14.11 36.00 5.48 0.750 59.08 1936 27.26 435.78 564.30 1269.68 564.30South U2-L2 2202 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50South U2-L2 2203 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50South U10-L10 2209 33.25 24.94 13.20 7.03 0.750 16.89 1936 29.78 841.54 997.50 2244.38 997.50South U10-L10 2210 33.25 24.94 27.40 7.03 0.750 35.06 1936 29.03 820.56 997.50 2244.38 997.50South U11-L11 2211 14.81 11.11 36.00 6.42 0.750 50.47 1936 28.00 352.51 444.38 999.84 444.38South U3-L3 2230 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30South U3-L3 2231 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30South U3-L3 2232 18.81 14.11 20.40 5.48 0.750 33.48 1936 29.12 465.57 564.30 1269.68 564.30South U4-L4 2240 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U4-L4 2241 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U4-L4 2242 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30South U5-L5 2250 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U5-L5 2251 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U5-L5 2252 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30South U6-L6 2260 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U6-L6 2261 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U6-L6 2262 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30South U7-L7 2270 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30South U7-L7 2271 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U7-L7 2272 16.05 12.04 25.00 5.89 0.750 38.21 1936 28.85 393.62 481.50 1083.38 481.50South U8-L8 2280 18.81 14.11 22.60 5.48 0.750 37.09 1936 28.92 462.37 564.30 1269.68 564.30




148.38 138.13

* MBE 6A.6.2.1

K*L

FCR

(ksi)Capacity



Capacities

Type of Steel


Min rX,Y

(in)

K (AASHTO


rX,YAGROSS

(in2)ANET

(in2)Length

(ft)

P101160439

1905 = Prior to 1905 * 1936 = 1905 to 1936 *

South U8-L8 2281 18.81 14.11 2.42 5.48 0.750 3.97 1936 29.99 479.46 564.30 1269.68 564.30South U8-L8 2282 18.81 14.11 25.00 5.48 0.750 41.03 1936 28.68 458.50 564.30 1269.68 564.30South U9-L9 2290 18.81 14.11 18.00 5.48 0.750 29.54 1936 29.31 468.69 564.30 1269.68 564.30South U9-L9 2291 18.81 14.11 7.00 5.48 0.750 11.49 1936 29.90 478.00 564.30 1269.68 564.30South U9-L9 2292 22.77 17.08 20.40 4.62 0.750 39.76 1936 28.76 556.64 683.18 1537.14 683.18South U1-L2 2301 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00South U2-L4 2302 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59South U2-L4 2303 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59South U4-L6 2304 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U4-L6 2305 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U8-L6 2306 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U8-L6 2307 36.75 27.56 35.50 7.31 0.750 43.69 1936 28.50 890.33 1102.59 2480.83 1102.59South U10-L8 2308 36.75 27.56 32.40 7.31 0.750 39.87 1936 28.75 898.16 1102.59 2480.83 1102.59South U10-L8 2309 36.75 27.56 32.30 7.31 0.750 39.75 1936 28.76 898.40 1102.59 2480.83 1102.59South U11-L10 2310 38.00 28.50 44.00 2.25 0.750 175.93 1936 9.25 298.69 1140.00 2565.00 1140.00South M3-L2 2382 18.81 14.11 32.40 5.09 0.750 57.24 1936 27.42 438.47 564.30 1269.68 564.30South M5-L4 2384 18.81 14.11 35.50 5.09 0.750 62.72 1936 26.91 430.21 564.30 1269.68 564.30South M7-L8 2388 18.81 14.11 35.50 5.09 0.750 62.72 1936 26.91 430.21 564.30 1269.68 564.30South M9-L10 2392 18.81 14.11 32.40 5.09 0.750 57.24 1936 27.42 438.47 564.30 1269.68 564.30South U1-L0 2500 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26South U1-U2 2501 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26South U2-U3 2502 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U3-U4 2503 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U4-U5 2504 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U5-U6 2505 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U6-U7 2506 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U7-U8 2507 88.37 66.28 25.20 9.28 0.750 24.44 1936 29.53 2218.23 2651.17 5965.13 2651.17South U8-U9 2508 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U9-U10 2509 88.37 66.28 25.60 9.28 0.750 24.82 1936 29.52 2217.10 2651.17 5965.13 2651.17South U10-U11 2510 69.08 51.81 25.60 10.16 0.750 22.68 1936 29.60 1737.69 2072.26 4662.59 2072.26South U11-L12 2511 69.08 51.81 26.00 10.16 0.750 23.03 1936 29.58 1736.94 2072.26 4662.59 2072.26South U1-L0 2550 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South U1-L0 2551 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South U11-L12 2560 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26South U11-L12 2561 69.08 51.81 9.00 10.16 0.750 7.97 1936 29.95 1758.49 2072.26 4662.59 2072.26


Span 2




Reference ID Member Rating

ID

Phase 1 Compression

(k)

Phase 1 Tension (k)

Phase 2 Compression

(k)

Phase 2 Tension (k)

Phase 3 Compression

(k)

Phase 3 Tension

(k)1 L0-L1 1100 0.00 325.26 0.00 513.78 0 522.7632 L1-L2 1101 0.00 281.58 0.00 435.85 0 443.2073 L2-L3 1102 0.00 524.80 0.00 891.43 0 908.0314 L3-L4 1103 0.00 498.88 0.00 840.17 0 855.5335 L4-L5 1104 0.00 619.61 0.00 1225.01 0 1254.9346 L5-L6 1105 0.00 613.13 0.00 1209.33 0 1238.7937 L6-L7 1106 0.00 587.41 0.00 1183.76 0 1213.2288 L7-L8 1107 0.00 597.67 0.00 1203.41 0 1233.3579 L8-L9 1108 0.00 440.17 0.00 782.09 0 797.484

10 L9-L10 1109 0.00 467.75 0.00 835.23 0 851.86811 L10-L11 1110 0.00 220.84 0.00 376.40 0 383.81612 L11-L12 1111 0.00 262.10 0.00 452.30 0 461.35713 U1-L1 1201 0.00 184.30 0.00 184.30 0 184.30114 U2-L2 1202 159.81 0.00 418.99 0.00 432.058 015 U2-L2 1203 165.43 0.00 426.83 0.00 440.013 016 U10-L10 1209 200.57 0.00 459.61 0.00 472.672 017 U10-L10 1210 206.85 0.00 468.08 0.00 481.255 018 U11-L11 1211 0.00 65.58 0.00 65.58 0 65.57719 U3-L3 1230 9.68 0.00 5.81 0.00 5.617 020 U3-L3 1231 9.83 0.00 4.40 0.00 4.134 021 U3-L3 1232 0.00 65.83 0.00 128.69 0 130.18322 U4-L4 1240 0.00 47.13 0.00 55.42 0 55.31723 U4-L4 1241 0.00 48.40 0.00 58.50 0 58.45224 U4-L4 1242 0.00 47.47 0.00 57.57 0 57.5225 U5-L5 1250 15.24 0.00 16.46 0.00 16.521 026 U5-L5 1251 15.47 0.00 15.32 0.00 15.311 027 U5-L5 1252 0.00 68.30 0.00 194.01 0 200.73928 U6-L6 1260 15.27 0.00 16.53 0.00 16.588 029 U6-L6 1261 15.56 0.00 15.48 0.00 15.477 030 U6-L6 1262 19.37 0.00 19.30 0.00 19.291 031 U7-L7 1270 15.23 0.00 16.44 0.00 16.498 032 U7-L7 1271 15.44 0.00 15.28 0.00 15.267 033 U7-L7 1272 0.00 68.30 0.00 194.01 0 200.73934 U8-L8 1280 0.00 15.11 0.00 23.45 0 23.34335 U8-L8 1281 0.00 14.46 0.00 24.62 0 24.57536 U8-L8 1282 0.00 13.53 0.00 23.69 0 23.64337 U9-L9 1290 9.81 0.00 5.92 0.00 5.734 038 U9-L9 1291 10.00 0.00 4.52 0.00 4.257 039 U9-L9 1292 0.00 65.83 0.00 128.69 0 130.18340 U1-L2 1301 0.00 374.45 0.00 730.06 0 746.99241 U2-L4 1302 0.00 182.09 0.00 515.78 0 532.62442 U2-L4 1303 0.00 115.96 0.00 404.01 0 419.86943 U4-L6 1304 0.00 111.58 0.00 284.74 0 293.92444 U4-L6 1305 0.00 46.58 0.00 136.04 0 140.83145 U8-L6 1306 0.00 87.49 0.00 176.86 0 181.64446 U8-L6 1307 0.00 152.27 0.00 325.32 0 334.502

Strength I




ID

Phase 1 Compression

(k)

Phase 1 Tension (k)

Phase 2 Compression

(k)

Phase 2 Tension (k)

Phase 3 Compression

(k)

Phase 3 Tension

(k)

Strength I

47 U10-L8 1308 0.00 170.07 0.00 458.01 0 473.86748 U10-L8 1309 0.00 236.38 0.00 569.93 0 586.76449 U11-L10 1310 0.00 391.46 0.00 746.84 0 763.75550 M3-L2 1382 68.51 0.00 116.39 0.00 117.502 051 M5-L4 1384 68.91 0.00 162.71 0.00 167.825 052 M7-L8 1388 69.31 0.00 163.10 0.00 168.212 053 M9-L10 1392 69.28 0.00 117.12 0.00 118.227 058 U1-L0 1500 771.78 0.00 1231.94 0.00 1253.843 059 U1-U2 1501 628.47 0.00 1079.36 0.00 1100.825 060 U2-U3 1502 775.55 0.00 1486.95 0.00 1521.549 061 U3-U4 1503 774.08 0.00 1484.87 0.00 1519.446 062 U4-U5 1504 835.59 0.00 1652.90 0.00 1693.174 063 U5-U6 1505 835.79 0.00 1653.30 0.00 1693.584 064 U6-U7 1506 835.68 0.00 1653.12 0.00 1693.407 065 U7-U8 1507 835.31 0.00 1652.43 0.00 1692.702 066 U8-U9 1508 745.46 0.00 1456.02 0.00 1490.587 067 U9-U10 1509 746.44 0.00 1457.51 0.00 1492.093 068 U10-U11 1510 559.02 0.00 1009.63 0.00 1031.085 069 U11-L12 1511 628.66 0.00 1088.43 0.00 1110.313 070 U1-L0 1550 716.80 0.00 1148.05 0.00 1168.582 071 U1-L0 1551 729.02 0.00 1170.30 0.00 1191.304 072 U11-L12 1560 582.71 0.00 1013.69 0.00 1034.201 073 U11-L12 1561 591.90 0.00 1032.87 0.00 1053.865 074 L0-L1 2100 0.00 330.77 0.00 523.58 0 532.75875 L1-L2 2101 0.00 282.11 0.00 437.26 0 444.6676 L2-L3 2102 0.00 522.99 0.00 888.68 0 905.23977 L3-L4 2103 0.00 496.07 0.00 835.16 0 850.41878 L4-L5 2104 0.00 616.65 0.00 1219.19 0 1248.98279 L5-L6 2105 0.00 610.08 0.00 1202.86 0 1232.15180 L6-L7 2106 0.00 583.95 0.00 1176.57 0 1205.85481 L7-L8 2107 0.00 594.17 0.00 1196.37 0 1226.14582 L8-L9 2108 0.00 436.04 0.00 774.51 0 789.73983 L9-L10 2109 0.00 464.14 0.00 829.00 0 845.51684 L10-L11 2110 0.00 218.13 0.00 372.02 0 379.35585 L11-L12 2111 0.00 262.67 0.00 453.82 0 462.92686 U1-L1 2201 0.00 184.28 0.00 184.28 0 184.27687 U2-L2 2202 159.84 0.00 419.20 0.00 432.273 088 U2-L2 2203 165.47 0.00 427.03 0.00 440.213 089 U10-L10 2209 201.25 0.00 460.74 0.00 473.826 090 U10-L10 2210 207.59 0.00 469.31 0.00 482.502 091 U11-L11 2211 0.00 65.55 0.00 65.55 0 65.55292 U3-L3 2230 9.76 0.00 5.97 0.00 5.781 093 U3-L3 2231 10.01 0.00 4.74 0.00 4.485 094 U3-L3 2232 0.00 65.81 0.00 128.66 0 130.15995 U4-L4 2240 0.00 47.55 0.00 56.13 0 56.03496 U4-L4 2241 0.00 48.74 0.00 59.07 0 59.03




ID

Phase 1 Compression

(k)

Phase 1 Tension (k)

Phase 2 Compression

(k)

Phase 2 Tension (k)

Phase 3 Compression

(k)

Phase 3 Tension

(k)

Strength I

97 U4-L4 2242 0.00 47.81 0.00 58.14 0 58.09898 U5-L5 2250 15.41 0.00 16.79 0.00 16.856 099 U5-L5 2251 15.82 0.00 15.97 0.00 15.981 0

100 U5-L5 2252 0.00 68.26 0.00 193.97 0 200.701101 U6-L6 2260 15.36 0.00 16.69 0.00 16.757 0102 U6-L6 2261 15.74 0.00 15.81 0.00 15.815 0103 U6-L6 2262 19.55 0.00 19.63 0.00 19.629 0104 U7-L7 2270 15.43 0.00 16.81 0.00 16.877 0105 U7-L7 2271 15.85 0.00 16.02 0.00 16.025 0106 U7-L7 2272 0.00 68.26 0.00 193.97 0 200.702107 U8-L8 2280 0.00 15.14 0.00 23.67 0 23.572108 U8-L8 2281 0.00 14.40 0.00 24.68 0 24.635109 U8-L8 2282 0.00 13.47 0.00 23.74 0 23.703110 U9-L9 2290 9.96 0.00 6.19 0.00 6.008 0111 U9-L9 2291 10.31 0.00 5.09 0.00 4.835 0112 U9-L9 2292 0.00 65.81 0.00 128.66 0 130.159113 U1-L2 2301 0.00 374.54 0.00 730.45 0 747.387114 U2-L4 2302 0.00 182.11 0.00 516.04 0 532.899115 U2-L4 2303 0.00 115.86 0.00 404.02 0 419.884116 U4-L6 2304 0.00 111.43 0.00 284.59 0 293.783117 U4-L6 2305 0.00 46.42 0.00 135.90 0 140.685118 U8-L6 2306 0.00 87.84 0.00 177.41 0 182.208119 U8-L6 2307 0.00 152.66 0.00 325.94 0 335.13120 U10-L8 2308 0.00 170.64 0.00 458.91 0 474.779121 U10-L8 2309 0.00 237.17 0.00 571.26 0 588.116122 U11-L10 2310 0.00 392.53 0.00 748.66 0 765.612123 M3-L2 2382 68.64 0.00 116.66 0.00 117.77 0124 M5-L4 2384 69.35 0.00 163.59 0.00 168.719 0125 M7-L8 2388 69.79 0.00 164.04 0.00 169.176 0126 M9-L10 2392 69.52 0.00 117.57 0.00 118.69 0131 U1-L0 2500 772.05 0.00 1231.82 0.00 1253.703 0132 U1-U2 2501 629.37 0.00 1080.87 0.00 1102.365 0133 U2-U3 2502 776.97 0.00 1489.68 0.00 1524.344 0134 U3-U4 2503 775.98 0.00 1488.56 0.00 1523.219 0135 U4-U5 2504 837.78 0.00 1657.24 0.00 1697.625 0136 U5-U6 2505 838.30 0.00 1658.26 0.00 1698.661 0137 U6-U7 2506 838.35 0.00 1658.37 0.00 1698.773 0138 U7-U8 2507 837.94 0.00 1657.60 0.00 1697.985 0139 U8-U9 2508 747.68 0.00 1460.49 0.00 1495.161 0140 U9-U10 2509 748.39 0.00 1461.43 0.00 1496.104 0141 U10-U11 2510 559.98 0.00 1011.75 0.00 1033.26 0142 U11-L12 2511 628.41 0.00 1088.57 0.00 1110.473 0143 U1-L0 2550 717.81 0.00 1149.42 0.00 1169.966 0144 U1-L0 2551 729.91 0.00 1171.43 0.00 1192.444 0145 U11-L12 2560 583.04 0.00 1014.93 0.00 1035.492 0146 U11-L12 2561 592.14 0.00 1033.97 0.00 1054.999 0


Span 2


STAAD.pro V8i model



North 10000 0.00 -6050.192 89.086 N/A 504.1826667 89.086RG 10001 N/A -6781.892 29.031 -28.939 565.1576667 29.031


South 20000 0.00 -6097.876 89.56 N/A 508.1563333 89.56RG 20001 N/A -6824.987 28.944 -29.026 568.7489167 29.026

20002 0.00 -6093.428 N/A -89.515 507.7856667 89.51520003 0.00 -5393.79 82.565 N/A 449.4825 82.565

LOAD COMB 11 Strength I for Phase 1


Controlling shear (k)

Rating ID Max bending moment (k-in)









20004 N/A -5807.74 21.956 -36.013 483.9783333 36.01320005 0.00 -4686.134 N/A -54.584 390.5111667 54.58420006 0.00 -1849.033 26.401 N/A 154.0860833 26.40120007 N/A -2049.957 8.013 -8.054 170.82975 8.05420008 0.00 -1846.823 N/A -26.379 153.9019167 26.37920009 0.00 -1848.552 26.397 N/A 154.046 26.39720010 N/A -2049.245 8.009 -8.058 170.7704167 8.05820011 0.00 -1846.172 N/A -26.373 153.8476667 26.37320012 0.00 -1848.084 26.392 N/A 154.007 26.39220013 N/A -2048.835 8.015 -8.05 170.73625 8.0520014 0.00 -1846.009 N/A -26.371 153.8340833 26.37120015 0.00 -1848.346 26.394 N/A 154.0288333 26.39420016 N/A -2049.023 8.01 -8.057 170.7519167 8.05720017 0.00 -1846.01 N/A -26.371 153.8341667 26.37120018 0.00 -1848.219 26.393 N/A 154.01825 26.39320019 N/A -2049.019 8.016 -8.051 170.7515833 8.05120020 0.00 -1846.134 N/A -26.372 153.8445 26.37220021 0.00 -1848.224 26.393 N/A 154.0186667 26.39320022 N/A -2048.84 8.009 -8.056 170.7366667 8.05620023 0.00 -1845.88 N/A -26.37 153.8233333 26.3720024 0.00 -1848.36 26.395 N/A 154.03 26.39520025 N/A -2049.241 8.018 -8.05 170.7700833 8.0520026 0.00 -1846.358 N/A -26.375 153.8631667 26.37520027 0.00 -1849.083 26.402 N/A 154.09025 26.40220028 N/A -2050.005 8.013 -8.054 170.83375 8.05420029 0.00 -1846.883 N/A -26.38 153.9069167 26.3820030 0.00 -1878.36 26.693 N/A 156.53 26.69320031 N/A -2078.098 8 -8.065 173.1748333 8.06520032 0.00 -1874.272 N/A -26.652 156.1893333 26.65220033 0.00 -1879.623 26.705 N/A 156.63525 26.70520034 N/A -2079.553 7.996 -8.071 173.2960833 8.07120035 0.00 -1875.324 N/A -26.662 156.277 26.662

North 30000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 30001 0.00 -11.763 0.467 -0.467 0.98025 0.467

30002 0.00 -11.763 0.467 -0.467 0.98025 0.46730003 0.00 -11.763 0.467 -0.467 0.98025 0.46730004 0.00 -11.762 0.467 -0.467 0.980166667 0.46730005 0.00 -11.763 0.467 -0.467 0.98025 0.46730006 0.00 -11.763 0.467 -0.467 0.98025 0.46730007 0.00 -11.763 0.467 -0.467 0.98025 0.467








30008 0.00 -11.763 0.467 -0.467 0.98025 0.46730009 0.00 -11.763 0.467 -0.467 0.98025 0.46730010 0.00 -11.763 0.467 -0.467 0.98025 0.46730011 0.00 -11.764 0.467 -0.467 0.980333333 0.46730012 0.00 -11.763 0.467 -0.467 0.98025 0.46730013 0.00 -11.76 0.467 -0.467 0.98 0.46730014 0.00 -11.763 0.467 -0.467 0.98025 0.46730015 0.00 -11.763 0.467 -0.467 0.98025 0.46730016 0.00 -11.763 0.467 -0.467 0.98025 0.46730017 0.00 -11.763 0.467 -0.467 0.98025 0.46730018 0.00 -11.763 0.467 -0.467 0.98025 0.46730019 0.00 -11.763 0.467 -0.467 0.98025 0.46730020 0.00 -11.763 0.467 -0.467 0.98025 0.46730021 0.00 -11.763 0.467 -0.467 0.98025 0.46730022 0.00 -11.76 0.467 -0.467 0.98 0.46730023 0.00 -11.763 0.467 -0.467 0.98025 0.46730024 0.00 -11.763 0.467 -0.467 0.98025 0.46730025 0.00 -11.763 0.467 -0.467 0.98025 0.46730026 0.00 -11.763 0.467 -0.467 0.98025 0.46730027 0.00 -11.763 0.467 -0.467 0.98025 0.46730028 0.00 -11.763 0.467 -0.467 0.98025 0.46730029 0.00 -11.763 0.467 -0.467 0.98025 0.46730030 0.00 -11.763 0.467 -0.467 0.98025 0.46730031 0.00 -11.76 0.467 -0.467 0.98 0.46730032 0.00 -11.763 0.467 -0.467 0.98025 0.46730033 0.00 -11.763 0.467 -0.467 0.98025 0.46730034 0.00 -11.763 0.467 -0.467 0.98025 0.46730035 0.00 -11.763 0.467 -0.467 0.98025 0.467

South 40000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 40001 0.00 -11.763 0.467 -0.467 0.98025 0.467

40002 0.00 -11.763 0.467 -0.467 0.98025 0.46740003 0.00 -11.763 0.467 -0.467 0.98025 0.46740004 0.00 -11.762 0.467 -0.467 0.980166667 0.46740005 0.00 -11.763 0.467 -0.467 0.98025 0.46740006 0.00 -11.763 0.467 -0.467 0.98025 0.46740007 0.00 -11.763 0.467 -0.467 0.98025 0.46740008 0.00 -11.763 0.467 -0.467 0.98025 0.46740009 0.00 -11.763 0.467 -0.467 0.98025 0.46740010 0.00 -11.763 0.467 -0.467 0.98025 0.46740011 0.00 -11.764 0.467 -0.467 0.980333333 0.467








40012 0.00 -11.763 0.467 -0.467 0.98025 0.46740013 0.00 -11.76 0.467 -0.467 0.98 0.46740014 0.00 -11.763 0.467 -0.467 0.98025 0.46740015 0.00 -11.763 0.467 -0.467 0.98025 0.46740016 0.00 -11.763 0.467 -0.467 0.98025 0.46740017 0.00 -11.763 0.467 -0.467 0.98025 0.46740018 0.00 -11.763 0.467 -0.467 0.98025 0.46740019 0.00 -11.763 0.467 -0.467 0.98025 0.46740020 0.00 -11.763 0.467 -0.467 0.98025 0.46740021 0.00 -11.763 0.467 -0.467 0.98025 0.46740022 0.00 -11.76 0.467 -0.467 0.98 0.46740023 0.00 -11.763 0.467 -0.467 0.98025 0.46740024 0.00 -11.763 0.467 -0.467 0.98025 0.46740025 0.00 -11.763 0.467 -0.467 0.98025 0.46740026 0.00 -11.763 0.467 -0.467 0.98025 0.46740027 0.00 -11.763 0.467 -0.467 0.98025 0.46740028 0.00 -11.763 0.467 -0.467 0.98025 0.46740029 0.00 -11.763 0.467 -0.467 0.98025 0.46740030 0.00 -11.763 0.467 -0.467 0.98025 0.46740031 0.00 -11.76 0.467 -0.467 0.98 0.46740032 0.00 -11.763 0.467 -0.467 0.98025 0.46740033 0.00 -11.763 0.467 -0.467 0.98025 0.46740034 0.00 -11.763 0.467 -0.467 0.98025 0.46740035 0.00 -11.763 0.467 -0.467 0.98025 0.467









60904 0.00 -1673.197 N/A -56.167 139.4330833 56.16760910 0.00 -60.341 1.885 N/A 5.028416667 1.88560911 N/A -40.518 0.533 N/A 3.3765 0.53360912 N/A -43.075 0.265 -0.571 3.589583333 0.57160913 N/A -28.459 N/A -0.969 2.371583333 0.96960914 76.06 0 N/A -2.322 6.33825 2.32260920 0.00 -62.729 1.951 N/A 5.227416667 1.95160921 N/A -43.986 0.599 N/A 3.6655 0.59960922 N/A -45.271 0.197 -0.638 3.772583333 0.63860923 N/A -27.397 N/A -0.906 2.283083333 0.90660924 73.79 0 N/A -2.258 6.14875 2.25861000 0.00 -1681.709 56.451 N/A 140.1424167 56.45161001 N/A -1786.719 3.389 N/A 148.89325 3.38961002 N/A -1878.175 1.51 -0.695 156.5145833 1.5161003 N/A -1917.157 N/A -2.574 159.7630833 2.57461004 0.00 -1681.218 N/A -56.434 140.1015 56.43461010 0.00 -68.305 2.106 N/A 5.692083333 2.10661011 N/A -46.529 0.754 N/A 3.877416667 0.75461012 N/A -48.505 0.288 -0.548 4.042083333 0.54861013 N/A -33.562 N/A -1.273 2.796833333 1.27361014 86.99 0 N/A -2.625 7.249416667 2.62561020 0.00 -72.488 2.222 N/A 6.040666667 2.22261021 N/A -52.553 0.87 N/A 4.379416667 0.8761022 N/A -52.984 0.134 -0.701 4.415333333 0.70161023 N/A -31.782 N/A -1.167 2.6485 1.16761024 83.18 0 N/A -2.519 6.931666667 2.51961100 0.00 -1689.771 56.719 N/A 140.81425 56.71961101 N/A -1795.67 3.414 N/A 149.6391667 3.41461102 N/A -1891.625 1.535 -0.67 157.6354167 1.53561103 N/A -1934.41 N/A -2.55 161.2008333 2.5561104 0.00 -1689.011 N/A -56.694 140.7509167 56.69461110 0.00 -67.719 2.09 N/A 5.64325 2.0961111 N/A -45.665 0.737 N/A 3.805416667 0.73761112 N/A -48.39 0.271 -0.564 4.0325 0.56461113 N/A -33.842 N/A -1.29 2.820166667 1.2961114 87.59 0 N/A -2.642 7.299416667 2.64261120 0.00 -72.323 2.218 N/A 6.026916667 2.21861121 N/A -52.307 0.865 N/A 4.358916667 0.86561122 N/A -53 0.13 -0.705 4.416666667 0.70561123 N/A -31.841 N/A -1.171 2.653416667 1.17161124 83.34 0 N/A -2.524 6.94525 2.524








61200 0.00 -883.126 29.838 N/A 73.59383333 29.83861201 N/A -965.221 2.761 N/A 80.43508333 2.76161202 N/A -1023.864 1.332 -0.911 85.322 1.33261203 N/A -1033.782 N/A -2.34 86.1485 2.3461204 0.00 -882.085 N/A -29.803 73.50708333 29.803



North 10000 0.00 -6050.192 89.086 N/A 504.1826667 89.086RG 10001 N/A -6781.891 29.031 -28.939 565.1575833 29.031


South 20000 0.00 -6097.876 89.56 N/A 508.1563333 89.56RG 20001 N/A -6824.988 28.944 -29.026 568.749 29.026

20002 0.00 -6093.429 N/A -89.515 507.78575 89.51520003 0.00 -5393.791 82.565 N/A 449.4825833 82.565














North 30000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 30001 0.00 -11.763 0.467 -0.467 0.98025 0.467

30002 0.00 -11.763 0.467 -0.467 0.98025 0.46730003 0.00 -11.763 0.467 -0.467 0.98025 0.46730004 0.00 -11.762 0.467 -0.467 0.980166667 0.46730005 0.00 -11.763 0.467 -0.467 0.98025 0.46730006 0.00 -11.763 0.467 -0.467 0.98025 0.46730007 0.00 -11.763 0.467 -0.467 0.98025 0.467








30008 0.00 -11.763 0.467 -0.467 0.98025 0.46730009 0.00 -11.763 0.467 -0.467 0.98025 0.46730010 0.00 -11.763 0.467 -0.467 0.98025 0.46730011 0.00 -11.764 0.467 -0.467 0.980333333 0.46730012 0.00 -11.763 0.467 -0.467 0.98025 0.46730013 0.00 -11.76 0.467 -0.467 0.98 0.46730014 0.00 -11.763 0.467 -0.467 0.98025 0.46730015 0.00 -11.763 0.467 -0.467 0.98025 0.46730016 0.00 -11.763 0.467 -0.467 0.98025 0.46730017 0.00 -11.763 0.467 -0.467 0.98025 0.46730018 0.00 -11.763 0.467 -0.467 0.98025 0.46730019 0.00 -11.763 0.467 -0.467 0.98025 0.46730020 0.00 -11.763 0.467 -0.467 0.98025 0.46730021 0.00 -11.763 0.467 -0.467 0.98025 0.46730022 0.00 -11.76 0.467 -0.467 0.98 0.46730023 0.00 -11.763 0.467 -0.467 0.98025 0.46730024 0.00 -11.763 0.467 -0.467 0.98025 0.46730025 0.00 -11.763 0.467 -0.467 0.98025 0.46730026 0.00 -11.763 0.467 -0.467 0.98025 0.46730027 0.00 -11.763 0.467 -0.467 0.98025 0.46730028 0.00 -11.763 0.467 -0.467 0.98025 0.46730029 0.00 -11.763 0.467 -0.467 0.98025 0.46730030 0.00 -11.763 0.467 -0.467 0.98025 0.46730031 0.00 -11.76 0.467 -0.467 0.98 0.46730032 0.00 -11.763 0.467 -0.467 0.98025 0.46730033 0.00 -11.763 0.467 -0.467 0.98025 0.46730034 0.00 -11.763 0.467 -0.467 0.98025 0.46730035 0.00 -11.763 0.467 -0.467 0.98025 0.467

South 40000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 40001 0.00 -11.763 0.467 -0.467 0.98025 0.467

40002 0.00 -11.763 0.467 -0.467 0.98025 0.46740003 0.00 -11.763 0.467 -0.467 0.98025 0.46740004 0.00 -11.762 0.467 -0.467 0.980166667 0.46740005 0.00 -11.763 0.467 -0.467 0.98025 0.46740006 0.00 -11.763 0.467 -0.467 0.98025 0.46740007 0.00 -11.763 0.467 -0.467 0.98025 0.46740008 0.00 -11.763 0.467 -0.467 0.98025 0.46740009 0.00 -11.763 0.467 -0.467 0.98025 0.46740010 0.00 -11.763 0.467 -0.467 0.98025 0.46740011 0.00 -11.764 0.467 -0.467 0.980333333 0.467








40012 0.00 -11.763 0.467 -0.467 0.98025 0.46740013 0.00 -11.76 0.467 -0.467 0.98 0.46740014 0.00 -11.763 0.467 -0.467 0.98025 0.46740015 0.00 -11.763 0.467 -0.467 0.98025 0.46740016 0.00 -11.763 0.467 -0.467 0.98025 0.46740017 0.00 -11.763 0.467 -0.467 0.98025 0.46740018 0.00 -11.763 0.467 -0.467 0.98025 0.46740019 0.00 -11.763 0.467 -0.467 0.98025 0.46740020 0.00 -11.763 0.467 -0.467 0.98025 0.46740021 0.00 -11.763 0.467 -0.467 0.98025 0.46740022 0.00 -11.76 0.467 -0.467 0.98 0.46740023 0.00 -11.763 0.467 -0.467 0.98025 0.46740024 0.00 -11.763 0.467 -0.467 0.98025 0.46740025 0.00 -11.763 0.467 -0.467 0.98025 0.46740026 0.00 -11.763 0.467 -0.467 0.98025 0.46740027 0.00 -11.763 0.467 -0.467 0.98025 0.46740028 0.00 -11.763 0.467 -0.467 0.98025 0.46740029 0.00 -11.763 0.467 -0.467 0.98025 0.46740030 0.00 -11.763 0.467 -0.467 0.98025 0.46740031 0.00 -11.76 0.467 -0.467 0.98 0.46740032 0.00 -11.763 0.467 -0.467 0.98025 0.46740033 0.00 -11.763 0.467 -0.467 0.98025 0.46740034 0.00 -11.763 0.467 -0.467 0.98025 0.46740035 0.00 -11.763 0.467 -0.467 0.98025 0.467









61200 0.00 -883.126 29.838 N/A 73.59383333 29.83861201 N/A -965.221 2.761 N/A 80.43508333 2.76161202 N/A -1023.865 1.332 -0.911 85.32208333 1.33261203 N/A -1033.782 N/A -2.34 86.1485 2.3461204 0.00 -882.086 N/A -29.803 73.50716667 29.803



North 10000 0.00 -6050.192 89.086 N/A 504.1826667 89.086RG 10001 N/A -6781.891 29.031 -28.939 565.1575833 29.031


South 20000 0.00 -6097.876 89.56 N/A 508.1563333 89.56RG 20001 N/A -6824.988 28.944 -29.026 568.749 29.026

20002 0.00 -6093.429 N/A -89.515 507.78575 89.51520003 0.00 -5393.791 82.565 N/A 449.4825833 82.565














North 30000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 30001 0.00 -11.763 0.467 -0.467 0.98025 0.467

30002 0.00 -11.763 0.467 -0.467 0.98025 0.46730003 0.00 -11.763 0.467 -0.467 0.98025 0.46730004 0.00 -11.762 0.467 -0.467 0.980166667 0.46730005 0.00 -11.763 0.467 -0.467 0.98025 0.46730006 0.00 -11.763 0.467 -0.467 0.98025 0.46730007 0.00 -11.763 0.467 -0.467 0.98025 0.467








30008 0.00 -11.763 0.467 -0.467 0.98025 0.46730009 0.00 -11.763 0.467 -0.467 0.98025 0.46730010 0.00 -11.763 0.467 -0.467 0.98025 0.46730011 0.00 -11.764 0.467 -0.467 0.980333333 0.46730012 0.00 -11.763 0.467 -0.467 0.98025 0.46730013 0.00 -11.76 0.467 -0.467 0.98 0.46730014 0.00 -11.763 0.467 -0.467 0.98025 0.46730015 0.00 -11.763 0.467 -0.467 0.98025 0.46730016 0.00 -11.763 0.467 -0.467 0.98025 0.46730017 0.00 -11.763 0.467 -0.467 0.98025 0.46730018 0.00 -11.763 0.467 -0.467 0.98025 0.46730019 0.00 -11.763 0.467 -0.467 0.98025 0.46730020 0.00 -11.763 0.467 -0.467 0.98025 0.46730021 0.00 -11.763 0.467 -0.467 0.98025 0.46730022 0.00 -11.76 0.467 -0.467 0.98 0.46730023 0.00 -11.763 0.467 -0.467 0.98025 0.46730024 0.00 -11.763 0.467 -0.467 0.98025 0.46730025 0.00 -11.763 0.467 -0.467 0.98025 0.46730026 0.00 -11.763 0.467 -0.467 0.98025 0.46730027 0.00 -11.763 0.467 -0.467 0.98025 0.46730028 0.00 -11.763 0.467 -0.467 0.98025 0.46730029 0.00 -11.763 0.467 -0.467 0.98025 0.46730030 0.00 -11.763 0.467 -0.467 0.98025 0.46730031 0.00 -11.76 0.467 -0.467 0.98 0.46730032 0.00 -11.763 0.467 -0.467 0.98025 0.46730033 0.00 -11.763 0.467 -0.467 0.98025 0.46730034 0.00 -11.763 0.467 -0.467 0.98025 0.46730035 0.00 -11.763 0.467 -0.467 0.98025 0.467

South 40000 0.00 -11.763 0.467 -0.467 0.98025 0.467Stringer 40001 0.00 -11.763 0.467 -0.467 0.98025 0.467

40002 0.00 -11.763 0.467 -0.467 0.98025 0.46740003 0.00 -11.763 0.467 -0.467 0.98025 0.46740004 0.00 -11.762 0.467 -0.467 0.980166667 0.46740005 0.00 -11.763 0.467 -0.467 0.98025 0.46740006 0.00 -11.763 0.467 -0.467 0.98025 0.46740007 0.00 -11.763 0.467 -0.467 0.98025 0.46740008 0.00 -11.763 0.467 -0.467 0.98025 0.46740009 0.00 -11.763 0.467 -0.467 0.98025 0.46740010 0.00 -11.763 0.467 -0.467 0.98025 0.46740011 0.00 -11.764 0.467 -0.467 0.980333333 0.467








40012 0.00 -11.763 0.467 -0.467 0.98025 0.46740013 0.00 -11.76 0.467 -0.467 0.98 0.46740014 0.00 -11.763 0.467 -0.467 0.98025 0.46740015 0.00 -11.763 0.467 -0.467 0.98025 0.46740016 0.00 -11.763 0.467 -0.467 0.98025 0.46740017 0.00 -11.763 0.467 -0.467 0.98025 0.46740018 0.00 -11.763 0.467 -0.467 0.98025 0.46740019 0.00 -11.763 0.467 -0.467 0.98025 0.46740020 0.00 -11.763 0.467 -0.467 0.98025 0.46740021 0.00 -11.763 0.467 -0.467 0.98025 0.46740022 0.00 -11.76 0.467 -0.467 0.98 0.46740023 0.00 -11.763 0.467 -0.467 0.98025 0.46740024 0.00 -11.763 0.467 -0.467 0.98025 0.46740025 0.00 -11.763 0.467 -0.467 0.98025 0.46740026 0.00 -11.763 0.467 -0.467 0.98025 0.46740027 0.00 -11.763 0.467 -0.467 0.98025 0.46740028 0.00 -11.763 0.467 -0.467 0.98025 0.46740029 0.00 -11.763 0.467 -0.467 0.98025 0.46740030 0.00 -11.763 0.467 -0.467 0.98025 0.46740031 0.00 -11.76 0.467 -0.467 0.98 0.46740032 0.00 -11.763 0.467 -0.467 0.98025 0.46740033 0.00 -11.763 0.467 -0.467 0.98025 0.46740034 0.00 -11.763 0.467 -0.467 0.98025 0.46740035 0.00 -11.763 0.467 -0.467 0.98025 0.467









61200 0.00 -883.126 29.838 N/A 73.59383333 29.83861201 N/A -965.221 2.761 N/A 80.43508333 2.76161202 N/A -1023.865 1.332 -0.911 85.32208333 1.33261203 N/A -1033.782 N/A -2.34 86.1485 2.3461204 0.00 -882.086 N/A -29.803 73.50716667 29.803


Span 2




0 60000 443.34 1627.26 4.78 7.05 4.784 7.05 4.78 7.050 60001 443.34 1627.26 159.70 6.85 159.705 6.85 159.70 6.850 60002 443.34 1627.26 329.13 6.71 329.131 6.71 329.13 6.710 60003 443.34 1627.26 190.68 6.68 190.684 6.68 190.68 6.680 60004 443.34 1627.26 4.78 7.05 4.783 7.05 4.78 7.05

0A 60010 400.59 534.57 192.04 94.94 192.037 94.94 192.04 94.940A 60011 400.59 534.57 546.51 141.14 546.508 141.14 546.51 141.140A 60012 400.59 534.57 705.26 132.47 705.264 132.47 705.26 132.470A 60013 400.59 534.57 309.57 189.06 309.575 189.06 309.57 189.060A 60014 400.59 534.57 151.39 73.11 151.395 73.11 151.39 73.110B 60020 400.59 534.57 180.28 88.53 180.284 88.53 180.28 88.530B 60021 400.59 534.57 460.98 122.12 460.978 122.12 460.98 122.120B 60022 400.59 534.57 570.64 120.88 570.641 120.88 570.64 120.880B 60023 400.59 534.57 342.97 201.29 342.971 201.29 342.97 201.290B 60024 400.59 534.57 158.96 77.09 158.964 77.09 158.96 77.091 60100 426.81 1612.63 2.43 3.68 2.433 3.68 2.43 3.681 60101 426.81 1612.63 125.02 3.61 125.018 3.61 125.02 3.611 60102 426.81 1612.63 278.23 3.55 278.233 3.55 278.23 3.551 60103 426.81 1612.63 167.38 3.52 167.376 3.52 167.38 3.521 60104 426.81 1612.63 2.43 3.69 2.433 3.69 2.43 3.69

1A 60110 400.59 534.57 191.67 94.70 191.670 94.70 191.67 94.701A 60111 400.59 534.57 542.80 140.28 542.805 140.28 542.80 140.281A 60112 400.59 534.57 711.53 132.25 711.528 132.25 711.53 132.251A 60113 400.59 534.57 311.26 189.35 311.259 189.35 311.26 189.351A 60114 400.59 534.57 151.74 73.30 151.739 73.30 151.74 73.301B 60120 400.59 534.57 178.91 87.78 178.915 87.78 178.91 87.781B 60121 400.59 534.57 452.13 120.12 452.133 120.12 452.13 120.121B 60122 400.59 534.57 583.95 121.23 583.950 121.23 583.95 121.231B 60123 400.59 534.57 347.73 203.34 347.734 203.34 347.73 203.341B 60124 400.59 534.57 159.98 77.62 159.980 77.62 159.98 77.622 60200 426.81 1612.63 5.06 7.68 5.057 7.68 5.06 7.682 60201 426.81 1612.63 126.20 7.37 126.200 7.37 126.20 7.372 60202 426.81 1612.63 284.16 7.13 284.161 7.13 284.16 7.132 60203 426.81 1612.63 165.30 7.03 165.302 7.03 165.30 7.032 60204 426.81 1612.63 5.06 7.68 5.060 7.68 5.06 7.68

2A 60210 400.59 534.57 212.51 106.31 212.515 106.31 212.51 106.312A 60211 400.59 534.57 751.58 158.29 751.576 158.29 751.58 158.292A 60212 400.59 534.57 701.56 148.92 701.559 148.92 701.56 148.922A 60213 400.59 534.57 413.41 225.29 413.406 225.28 413.41 225.282A 60214 400.59 534.57 172.59 84.34 172.519 84.34 172.52 84.342B 60220 400.59 534.57 205.33 102.25 205.220 102.24 205.22 102.24

Moment Phase 3

C/DFloorbeam Rating ID

Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I



Moment Phase 3


Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I

2B 60221 400.59 534.57 668.76 145.80 668.765 145.74 668.76 145.732B 60222 400.59 534.57 627.88 141.79 627.884 141.71 627.88 141.712B 60223 400.59 534.57 442.15 234.17 442.152 233.88 442.15 233.882B 60224 400.59 534.57 177.41 86.95 177.409 86.96 177.41 86.963 60300 426.81 1612.63 7.60 11.56 3.585 5.44 3.54 5.373 60301 426.81 1612.63 126.99 10.88 127.027 5.28 127.03 5.223 60302 426.81 1612.63 288.19 10.38 288.190 5.16 288.19 5.103 60303 426.81 1612.63 163.97 10.19 163.906 5.11 163.91 5.053 60304 426.81 1612.63 7.60 11.57 3.586 5.44 3.54 5.37

3A 60310 400.59 534.57 212.51 106.30 212.515 106.29 212.51 106.293A 60311 400.59 534.57 751.58 158.27 751.576 158.19 751.58 158.183A 60312 400.59 534.57 701.56 148.91 702.789 148.73 702.79 148.733A 60313 400.59 534.57 413.83 225.49 413.833 225.22 413.83 225.223A 60314 400.59 534.57 172.59 84.37 172.594 84.37 172.59 84.373B 60320 400.59 534.57 203.97 101.54 203.966 101.52 203.97 101.523B 60321 400.59 534.57 655.63 143.73 654.559 143.59 654.56 143.583B 60322 400.59 534.57 639.92 141.77 639.920 141.53 639.92 141.513B 60323 400.59 534.57 448.09 235.86 448.087 235.27 448.09 235.243B 60324 400.59 534.57 178.28 87.45 178.357 87.46 178.36 87.464 60400 426.81 1612.63 7.59 11.56 2.346 3.55 2.27 3.434 60401 426.81 1612.63 127.14 10.88 127.178 3.49 127.18 3.374 60402 426.81 1612.63 288.97 10.38 289.167 3.43 289.17 3.324 60403 426.81 1612.63 163.72 10.19 163.654 3.41 163.65 3.304 60404 426.81 1612.63 7.60 11.57 2.347 3.55 2.27 3.43

4A 60410 400.59 534.57 211.17 105.56 211.170 105.53 211.17 105.534A 60411 400.59 534.57 735.03 155.88 735.028 155.72 735.03 155.714A 60412 400.59 534.57 716.62 148.66 717.903 148.39 717.90 148.374A 60413 400.59 534.57 418.59 227.04 418.589 226.50 418.59 226.474A 60414 400.59 534.57 173.49 84.83 173.491 84.85 173.49 84.854B 60420 400.59 534.57 204.80 102.00 204.801 101.98 204.80 101.984B 60421 400.59 534.57 664.33 145.06 663.228 144.92 663.23 144.914B 60422 400.59 534.57 631.85 141.78 632.844 141.55 632.84 141.544B 60423 400.59 534.57 444.11 234.79 444.606 234.20 444.61 234.174B 60424 400.59 534.57 177.72 87.13 177.724 87.15 177.80 87.155 60500 426.81 1612.63 7.59 11.56 2.346 3.55 2.26 3.435 60501 426.81 1612.63 127.14 10.88 127.140 3.49 127.14 3.365 60502 426.81 1612.63 288.78 10.38 288.971 3.43 288.97 3.325 60503 426.81 1612.63 163.78 10.19 163.717 3.41 163.72 3.305 60504 426.81 1612.63 7.60 11.57 2.347 3.55 2.26 3.43

5A 60510 400.59 534.57 212.06 106.05 212.065 106.02 211.95 106.025A 60511 400.59 534.57 745.98 157.45 745.978 157.29 745.98 157.28



Moment Phase 3


Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I

5A 60512 400.59 534.57 706.51 148.81 707.756 148.55 707.76 148.545A 60513 400.59 534.57 415.12 226.02 415.550 225.48 415.55 225.455A 60514 400.59 534.57 172.89 84.52 172.892 84.54 172.89 84.545B 60520 400.59 534.57 204.07 101.57 203.966 101.55 203.97 101.555B 60521 400.59 534.57 655.63 143.80 655.630 143.67 655.63 143.665B 60522 400.59 534.57 638.90 141.76 639.920 141.51 639.92 141.505B 60523 400.59 534.57 447.59 235.80 448.087 235.21 448.09 235.175B 60524 400.59 534.57 178.28 87.43 178.278 87.44 178.28 87.456 60600 426.81 1612.63 7.59 11.56 2.346 3.55 2.26 3.436 60601 426.81 1612.63 127.18 10.88 127.178 3.49 127.18 3.366 60602 426.81 1612.63 288.97 10.38 289.167 3.43 289.17 3.326 60603 426.81 1612.63 163.72 10.19 163.654 3.41 163.65 3.306 60604 426.81 1612.63 7.60 11.57 2.347 3.55 2.26 3.43

6A 60610 400.59 534.57 211.28 105.59 211.170 105.56 211.17 105.566A 60611 400.59 534.57 736.38 155.98 736.379 155.82 736.38 155.816A 60612 400.59 534.57 716.62 148.66 716.619 148.38 716.62 148.376A 60613 400.59 534.57 418.15 226.96 418.589 226.42 418.59 226.396A 60614 400.59 534.57 173.42 84.81 173.416 84.82 173.42 84.826B 60620 400.59 534.57 204.80 102.00 204.801 101.98 204.80 101.976B 60621 400.59 534.57 664.33 145.05 663.228 144.92 663.23 144.916B 60622 400.59 534.57 631.85 141.77 632.844 141.55 632.84 141.546B 60623 400.59 534.57 444.11 234.78 444.606 234.20 444.61 234.166B 60624 400.59 534.57 177.72 87.13 177.724 87.14 177.72 87.157 60700 426.81 1612.63 7.59 11.56 2.346 3.55 2.26 3.437 60701 426.81 1525.89 127.14 10.30 127.140 3.30 127.14 3.187 60702 426.81 1612.63 288.78 10.38 288.971 3.43 288.97 3.327 60703 426.81 1398.35 163.78 8.84 163.717 2.96 163.72 2.867 60704 426.81 1612.63 7.60 11.57 2.347 3.55 2.26 3.43

7A 60710 400.59 534.57 212.06 106.05 212.065 106.03 212.06 106.037A 60711 400.59 534.57 745.98 157.46 745.978 157.30 745.98 157.297A 60712 400.59 534.57 706.51 148.81 707.756 148.55 707.76 148.547A 60713 400.59 534.57 415.55 226.03 415.550 225.49 415.55 225.467A 60714 400.59 534.57 172.89 84.53 172.966 84.54 172.97 84.547B 60720 400.59 534.57 203.97 101.54 203.966 101.52 203.97 101.527B 60721 400.59 534.57 655.63 143.72 654.559 143.58 654.56 143.587B 60722 400.59 534.57 639.92 141.77 639.920 141.52 639.92 141.517B 60723 400.59 534.57 448.09 235.87 448.087 235.29 448.09 235.267B 60724 400.59 534.57 178.36 87.45 178.357 87.47 178.36 87.478 60800 426.81 1612.63 7.59 11.56 2.346 3.55 2.27 3.438 60801 426.81 1590.61 127.14 10.74 127.178 3.44 127.18 3.338 60802 426.81 1612.63 288.97 10.38 289.167 3.43 289.17 3.32



Moment Phase 3


Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I

8 60803 426.81 1590.61 163.72 10.05 163.654 3.37 163.65 3.268 60804 426.81 1612.63 7.60 11.57 2.347 3.55 2.27 3.43

8A 60810 400.59 534.57 211.17 105.56 211.170 105.53 211.17 105.538A 60811 400.59 534.57 736.38 155.89 735.028 155.73 735.03 155.738A 60812 400.59 534.57 716.62 148.67 717.903 148.39 717.90 148.388A 60813 400.59 534.57 418.59 227.01 418.589 226.46 418.59 226.448A 60814 400.59 534.57 173.42 84.82 173.491 84.84 173.49 84.848B 60820 400.59 534.57 205.22 102.24 205.220 102.23 205.22 102.238B 60821 400.59 534.57 668.76 145.76 668.765 145.69 668.76 145.698B 60822 400.59 534.57 627.88 141.75 628.870 141.59 628.87 141.598B 60823 400.59 534.57 442.64 234.20 442.641 233.91 442.64 233.908B 60824 400.59 534.57 177.41 86.96 177.409 86.97 177.41 86.979 60900 426.81 1612.63 7.60 11.56 3.585 5.44 3.54 5.379 60901 426.81 1612.63 126.99 10.88 127.027 5.28 127.03 5.229 60902 426.81 1612.63 288.19 10.38 288.190 5.16 288.19 5.109 60903 426.81 1590.61 163.97 10.05 163.906 5.04 163.91 4.989 60904 426.81 1612.63 7.60 11.57 3.586 5.44 3.54 5.37

9A 60910 400.59 534.57 212.51 106.31 212.515 106.30 212.51 106.309A 60911 400.59 534.57 751.58 158.32 751.576 158.24 751.58 158.249A 60912 400.59 534.57 701.56 148.92 702.789 148.83 702.79 148.839A 60913 400.59 534.57 413.41 225.41 413.406 225.14 413.41 225.149A 60914 400.59 534.57 172.52 84.34 172.594 84.35 172.59 84.359B 60920 400.59 534.57 205.33 102.26 205.325 102.26 205.33 102.269B 60921 400.59 534.57 668.76 145.84 668.765 145.84 668.76 145.849B 60922 400.59 534.57 627.88 141.70 627.884 141.70 627.88 141.709B 60923 400.59 534.57 442.15 234.14 442.152 234.14 442.15 234.149B 60924 400.59 534.57 177.41 86.94 177.409 86.94 177.41 86.9410 61000 426.81 1612.63 7.56 11.51 7.561 11.51 7.56 11.5110 61001 426.81 1612.63 125.94 10.83 125.940 10.83 125.94 10.8310 61002 426.81 1612.63 282.66 10.30 282.656 10.30 282.66 10.3010 61003 426.81 1612.63 165.82 10.09 165.751 10.09 165.75 10.0910 61004 426.81 1612.63 7.56 11.51 7.563 11.51 7.56 11.51

10A 61010 400.59 534.57 190.21 93.91 190.214 93.92 190.21 93.9210A 61011 400.59 534.57 531.29 137.87 531.286 137.87 531.29 137.8710A 61012 400.59 534.57 731.00 132.25 731.004 132.26 731.00 132.2610A 61013 400.59 534.57 314.68 191.13 314.682 191.13 314.68 191.1310A 61014 400.59 534.57 152.61 73.74 152.606 73.74 152.61 73.7410B 61020 400.59 534.57 180.28 88.50 180.284 88.50 180.28 88.5010B 61021 400.59 534.57 460.45 122.06 460.448 122.06 460.45 122.0610B 61022 400.59 534.57 571.46 121.07 571.455 121.07 571.46 121.0710B 61023 400.59 534.57 343.26 201.84 343.265 201.84 343.26 201.84



Moment Phase 3


Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I

10B 61024 400.59 534.57 159.03 77.12 159.027 77.12 159.03 77.1211 61100 426.81 1612.63 7.52 11.45 7.525 11.45 7.52 11.4511 61101 426.81 1612.63 125.02 10.78 125.018 10.78 125.02 10.7811 61102 426.81 1612.63 278.05 10.23 278.052 10.23 278.05 10.2311 61103 426.81 1612.63 167.38 10.00 167.376 10.00 167.38 10.0011 61104 426.81 1612.63 7.53 11.46 7.528 11.46 7.53 11.46

11A 61110 400.59 534.57 191.67 94.73 191.670 94.73 191.67 94.7311A 61111 400.59 515.46 543.54 135.45 543.541 135.45 543.54 135.4511A 61112 400.59 534.57 710.27 132.57 710.266 132.57 710.27 132.5711A 61113 400.59 534.57 310.53 189.55 310.535 189.55 310.53 189.5511A 61114 400.59 534.57 151.62 73.23 151.624 73.23 151.62 73.2311B 61120 400.59 534.57 180.61 88.70 180.609 88.70 180.61 88.7011B 61121 400.59 534.57 463.11 122.64 463.110 122.64 463.11 122.6411B 61122 400.59 534.57 568.21 121.03 568.213 121.03 568.21 121.0311B 61123 400.59 534.57 342.09 201.46 342.092 201.46 342.09 201.4611B 61124 400.59 534.57 158.71 76.97 158.712 76.97 158.71 76.9712 61200 443.34 1627.26 14.86 22.11 14.858 22.11 14.86 22.1112 61201 443.34 1403.74 160.57 17.45 160.572 17.45 160.57 17.4512 61202 443.34 1627.26 332.84 19.07 332.838 19.07 332.84 19.0712 61203 443.34 1543.00 189.46 17.91 189.462 17.91 189.46 17.9112 61204 443.34 1627.26 14.88 22.14 14.876 22.14 14.88 22.14



North 10000 428.23 1483.09 4.81 2.94 4.807 2.94 4.81 2.94North 10001 428.23 1483.09 14.75 2.62 14.751 2.62 14.75 2.62North 10002 428.23 1483.09 4.80 2.94 4.805 2.94 4.80 2.94North 10003 428.23 1483.09 5.22 3.33 5.215 3.33 5.22 3.33North 10004 428.23 1483.09 11.92 3.09 11.923 3.09 11.92 3.09North 10005 428.23 1483.09 7.90 3.83 7.898 3.83 7.90 3.83North 10006 428.23 1483.09 16.47 9.84 16.465 9.84 16.47 9.84North 10007 428.23 1483.09 53.16 8.84 53.157 8.84 53.16 8.84North 10008 428.23 1483.09 16.45 9.82 16.451 9.82 16.45 9.82North 10009 428.23 1483.09 16.46 9.83 4.819 2.95 4.74 2.88North 10010 428.23 1483.09 53.12 8.84 14.760 2.63 14.04 2.56North 10011 428.23 1483.09 16.45 9.82 4.817 2.95 4.66 2.86North 10012 428.23 1483.09 16.46 9.83 4.819 2.95 4.64 2.85North 10013 428.23 1483.09 53.18 8.84 14.766 2.63 14.22 2.54North 10014 428.23 1483.09 16.45 9.82 4.818 2.95 4.64 2.84North 10015 428.23 1483.09 16.46 9.83 4.819 2.95 4.64 2.85North 10016 428.23 1483.09 53.14 8.84 14.761 2.63 14.21 2.54North 10017 428.23 1483.09 16.45 9.82 4.817 2.95 4.64 2.84North 10018 428.23 1483.09 16.46 9.83 4.819 2.95 4.64 2.85North 10019 428.23 1483.09 53.18 8.84 14.764 2.63 14.21 2.54North 10020 428.23 1483.09 16.45 9.82 4.817 2.95 4.64 2.84North 10021 428.23 1483.09 16.46 9.83 4.819 2.95 4.64 2.85North 10022 428.23 1483.09 53.14 8.84 14.763 2.63 14.21 2.54North 10023 428.23 1483.09 16.45 9.82 4.818 2.95 4.64 2.84North 10024 428.23 1483.09 16.46 9.83 4.819 2.95 4.66 2.86North 10025 428.23 1483.09 53.19 8.84 14.765 2.63 14.06 2.56North 10026 428.23 1483.09 16.45 9.82 4.818 2.95 4.74 2.88North 10027 428.23 1483.09 16.47 9.84 16.465 9.84 16.47 9.84North 10028 428.23 1483.09 53.16 8.84 53.157 8.84 53.16 8.84North 10029 428.23 1483.09 16.45 9.82 16.451 9.82 16.45 9.82North 10030 428.23 1483.09 16.32 9.71 16.317 9.71 16.32 9.71North 10031 428.23 1483.09 53.06 8.73 53.058 8.73 53.06 8.73North 10032 428.23 1483.09 16.29 9.69 16.292 9.69 16.29 9.69North 10033 428.23 1483.09 16.32 9.71 16.324 9.71 16.32 9.71North 10034 428.23 1483.09 53.03 8.74 53.025 8.74 53.03 8.74North 10035 428.23 1483.09 16.30 9.69 16.297 9.69 16.30 9.69South 20000 428.23 1483.09 4.78 2.92 4.781 2.92 4.78 2.92South 20001 428.23 1483.09 14.75 2.61 14.753 2.61 14.75 2.61South 20002 428.23 1483.09 4.78 2.92 4.784 2.92 4.78 2.92South 20003 428.23 1483.09 5.19 3.30 5.187 3.30 5.19 3.30South 20004 428.23 1483.09 11.89 3.06 11.891 3.06 11.89 3.06


Shear Capacity

(k)

Moment Capacity

(k-ft)

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength IShear

Phase 1 C/D

Moment Phase 3

C/D




Shear Capacity

(k)

Moment Capacity

(k-ft)

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength IShear

Phase 1 C/D

Moment Phase 3

C/DSouth 20005 428.23 1483.09 7.85 3.80 7.845 3.80 7.85 3.80South 20006 428.23 1483.09 16.22 9.63 16.220 9.63 16.22 9.63South 20007 428.23 1483.09 53.17 8.68 53.170 8.68 53.17 8.68South 20008 428.23 1483.09 16.23 9.64 16.234 9.64 16.23 9.64South 20009 428.23 1483.09 16.22 9.63 4.798 2.93 4.72 2.86South 20010 428.23 1483.09 53.14 8.68 14.762 2.62 14.06 2.55South 20011 428.23 1483.09 16.24 9.64 4.799 2.93 4.64 2.85South 20012 428.23 1483.09 16.23 9.63 4.798 2.93 4.62 2.83South 20013 428.23 1483.09 53.20 8.69 14.767 2.62 14.22 2.53South 20014 428.23 1483.09 16.24 9.64 4.800 2.93 4.63 2.83South 20015 428.23 1483.09 16.22 9.63 4.798 2.93 4.62 2.83South 20016 428.23 1483.09 53.15 8.69 14.762 2.62 14.21 2.52South 20017 428.23 1483.09 16.24 9.64 4.799 2.93 4.62 2.83South 20018 428.23 1483.09 16.23 9.63 4.798 2.93 4.62 2.83South 20019 428.23 1483.09 53.19 8.69 14.765 2.62 14.22 2.52South 20020 428.23 1483.09 16.24 9.64 4.799 2.93 4.62 2.83South 20021 428.23 1483.09 16.23 9.63 4.798 2.93 4.62 2.83South 20022 428.23 1483.09 53.16 8.69 14.764 2.62 14.21 2.53South 20023 428.23 1483.09 16.24 9.64 4.800 2.93 4.63 2.83South 20024 428.23 1483.09 16.22 9.63 4.798 2.93 4.64 2.85South 20025 428.23 1483.09 53.20 8.68 14.766 2.62 14.04 2.55South 20026 428.23 1483.09 16.24 9.64 4.799 2.93 4.72 2.86South 20027 428.23 1483.09 16.22 9.62 16.220 9.62 16.22 9.62South 20028 428.23 1483.09 53.17 8.68 53.170 8.68 53.17 8.68South 20029 428.23 1483.09 16.23 9.64 16.233 9.64 16.23 9.64South 20030 428.23 1483.09 16.04 9.47 16.043 9.47 16.04 9.47South 20031 428.23 1483.09 53.10 8.56 53.097 8.56 53.10 8.56South 20032 428.23 1483.09 16.07 9.50 16.067 9.50 16.07 9.50South 20033 428.23 1483.09 16.04 9.47 16.036 9.47 16.04 9.47South 20034 428.23 1483.09 53.06 8.56 53.058 8.56 53.06 8.56South 20035 428.23 1483.09 16.06 9.49 16.061 9.49 16.06 9.49



North 30000 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30001 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30002 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30003 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30004 152.24 168.09 325.99 171.49 325.990 171.49 325.99 171.49North 30005 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30006 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30007 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30008 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30009 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30010 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30011 152.24 168.09 325.99 171.46 325.990 171.46 325.99 171.46North 30012 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30013 152.24 168.09 325.99 171.52 325.990 171.52 325.99 171.52North 30014 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30015 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30016 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30017 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30018 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30019 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30020 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30021 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30022 152.24 168.09 325.99 171.52 325.990 171.52 325.99 171.52North 30023 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30024 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30025 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30026 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30027 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30028 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30029 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30030 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30031 152.24 168.09 325.99 171.52 325.990 171.52 325.99 171.52North 30032 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30033 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30034 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48North 30035 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40000 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40001 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40002 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40003 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40004 152.24 168.09 325.99 171.49 325.990 171.49 325.99 171.49

Moment Phase 3

C/DStringer Rating ID

Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I



Moment Phase 3

C/DStringer Rating ID

Shear Capacity

(k)

Moment Capacity

(k-ft)

Shear Phase 1

C/D

Moment Phase 1

C/D

Shear Phase 2

C/D

Moment Phase 2

C/D

Shear Phase 3

C/D

Strength I

South 40005 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40006 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40007 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40008 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40009 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40010 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40011 152.24 168.09 325.99 171.46 325.990 171.46 325.99 171.46South 40012 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40013 152.24 168.09 325.99 171.52 325.990 171.52 325.99 171.52South 40014 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40015 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40016 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40017 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40018 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40019 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40020 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40021 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40022 152.24 168.09 325.99 171.52 325.990 171.52 325.99 171.52South 40023 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40024 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40025 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40026 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40027 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40028 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40029 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40030 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40031 152.24 168.09 325.99 171.52 325.990 171.52 325.99 171.52South 40032 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40033 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40034 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48South 40035 152.24 168.09 325.99 171.48 325.990 171.48 325.99 171.48


Span 2




Phase 1 - 10' trail centered on bridge with platform at Pier 1Phase 2 - Phase 1 with a platform added to Span 2Phase 3 - Phase 3 with a building added to the Span 2 platform


North L0-L1 1100 N/A 3.46 N/A 2.19 N/A 2.15North L1-L2 1101 N/A 3.99 N/A 2.58 N/A 2.54North L2-L3 1102 N/A 3.58 N/A 2.11 N/A 2.07North L3-L4 1103 N/A 3.77 N/A 2.24 N/A 2.20North L4-L5 1104 N/A 3.86 N/A 1.95 N/A 1.91North L5-L6 1105 N/A 3.90 N/A 1.98 N/A 1.93North L6-L7 1106 N/A 4.08 N/A 2.02 N/A 1.97North L7-L8 1107 N/A 4.01 N/A 1.99 N/A 1.94North L8-L9 1108 N/A 4.27 N/A 2.41 N/A 2.36North L9-L10 1109 N/A 4.02 N/A 2.25 N/A 2.21North L10-L11 1110 N/A 5.09 N/A 2.99 N/A 2.93North L11-L12 1111 N/A 4.29 N/A 2.49 N/A 2.44North U1-L1 1201 N/A 3.06 N/A 3.06 N/A 3.06North U2-L2 1202 5.27 N/A 2.01 N/A 1.95 N/ANorth U2-L2 1203 4.96 N/A 1.92 N/A 1.86 N/ANorth U10-L10 1209 4.20 N/A 1.83 N/A 1.78 N/ANorth U10-L10 1210 3.97 N/A 1.75 N/A 1.71 N/ANorth U11-L11 1211 N/A 8.61 N/A 8.61 N/A 8.61North U3-L3 1230 48.44 N/A 80.74 N/A 83.44 N/ANorth U3-L3 1231 48.62 N/A 108.71 N/A 115.63 N/ANorth U3-L3 1232 N/A 8.57 N/A 4.39 N/A 4.33North U4-L4 1240 N/A 11.97 N/A 10.18 N/A 10.20North U4-L4 1241 N/A 11.66 N/A 9.65 N/A 9.65North U4-L4 1242 N/A 11.89 N/A 9.80 N/A 9.81North U5-L5 1250 30.34 N/A 28.09 N/A 27.99 N/ANorth U5-L5 1251 30.99 N/A 31.30 N/A 31.31 N/ANorth U5-L5 1252 N/A 8.26 N/A 2.91 N/A 2.81North U6-L6 1260 30.27 N/A 27.98 N/A 27.87 N/ANorth U6-L6 1261 30.82 N/A 30.97 N/A 30.98 N/ANorth U6-L6 1262 23.67 N/A 23.76 N/A 23.77 N/ANorth U7-L7 1270 30.37 N/A 28.13 N/A 28.03 N/ANorth U7-L7 1271 31.04 N/A 31.39 N/A 31.40 N/ANorth U7-L7 1272 N/A 7.87 N/A 2.77 N/A 2.68North U8-L8 1280 N/A 37.36 N/A 24.07 N/A 24.17North U8-L8 1281 N/A 39.01 N/A 22.92 N/A 22.96North U8-L8 1282 N/A 41.70 N/A 23.82 N/A 23.87North U9-L9 1290 47.76 N/A 79.13 N/A 81.74 N/ANorth U9-L9 1291 47.78 N/A 105.68 N/A 112.28 N/A

Phase 3Strength I

Span 2 Truss Capacity/Demand ratios**

Capacity/Demand = Member CapacityDead Load + Live Load

Compression Tension

Truss Member Rating IDPhase 1

Strength IPhase 2

Strength I

Compression Tension Compression Tension





Phase 3Strength I



Compression Tension


Strength IPhase 2

Strength I


North U9-L9 1292 N/A 8.74 N/A 4.47 N/A 4.42North U1-L2 1301 N/A 3.04 N/A 1.56 N/A 1.53North U2-L4 1302 N/A 6.06 N/A 2.14 N/A 2.07North U2-L4 1303 N/A 9.51 N/A 2.73 N/A 2.63North U4-L6 1304 N/A 9.88 N/A 3.87 N/A 3.75North U4-L6 1305 N/A 23.67 N/A 8.10 N/A 7.83North U8-L6 1306 N/A 12.60 N/A 6.23 N/A 6.07North U8-L6 1307 N/A 7.24 N/A 3.39 N/A 3.30North U10-L8 1308 N/A 6.48 N/A 2.41 N/A 2.33North U10-L8 1309 N/A 4.66 N/A 1.93 N/A 1.88North U11-L10 1310 N/A 2.91 N/A 1.53 N/A 1.49North M3-L2 1382 6.40 N/A 3.77 N/A 3.73 N/ANorth M5-L4 1384 6.24 N/A 2.64 N/A 2.56 N/ANorth M7-L8 1388 7.33 N/A 3.11 N/A 3.02 N/ANorth M9-L10 1392 7.37 N/A 4.36 N/A 4.32 N/ANorth U1-L0 1500 2.25 N/A 1.41 N/A 1.39 N/ANorth U1-U2 1501 2.76 N/A 1.61 N/A 1.58 N/ANorth U2-U3 1502 2.86 N/A 1.49 N/A 1.46 N/ANorth U3-U4 1503 2.86 N/A 1.49 N/A 1.46 N/ANorth U4-U5 1504 2.65 N/A 1.34 N/A 1.31 N/ANorth U5-U6 1505 2.65 N/A 1.34 N/A 1.31 N/ANorth U6-U7 1506 2.65 N/A 1.34 N/A 1.31 N/ANorth U7-U8 1507 2.66 N/A 1.34 N/A 1.31 N/ANorth U8-U9 1508 2.97 N/A 1.52 N/A 1.49 N/ANorth U9-U10 1509 2.97 N/A 1.52 N/A 1.49 N/ANorth U10-U11 1510 3.11 N/A 1.72 N/A 1.69 N/ANorth U11-L12 1511 2.76 N/A 1.60 N/A 1.56 N/ANorth U1-L0 1550 2.45 N/A 1.53 N/A 1.50 N/ANorth U1-L0 1551 2.41 N/A 1.50 N/A 1.48 N/ANorth U11-L12 1560 3.02 N/A 1.73 N/A 1.70 N/ANorth U11-L12 1561 2.97 N/A 1.70 N/A 1.67 N/A





Phase 3Strength I



Compression Tension


Strength IPhase 2

Strength I


South L0-L1 2100 N/A 3.40 N/A 2.15 N/A 2.11South L1-L2 2101 N/A 3.98 N/A 2.57 N/A 2.53South L2-L3 2102 N/A 3.60 N/A 2.12 N/A 2.08South L3-L4 2103 N/A 3.79 N/A 2.25 N/A 2.21South L4-L5 2104 N/A 3.88 N/A 1.96 N/A 1.92South L5-L6 2105 N/A 3.92 N/A 1.99 N/A 1.94South L6-L7 2106 N/A 4.10 N/A 2.03 N/A 1.99South L7-L8 2107 N/A 4.03 N/A 2.00 N/A 1.95South L8-L9 2108 N/A 4.31 N/A 2.43 N/A 2.38South L9-L10 2109 N/A 4.05 N/A 2.27 N/A 2.22South L10-L11 2110 N/A 5.15 N/A 3.02 N/A 2.96South L11-L12 2111 N/A 4.28 N/A 2.48 N/A 2.43South U1-L1 2201 N/A 3.06 N/A 3.06 N/A 3.06South U2-L2 2202 5.26 N/A 2.01 N/A 1.95 N/ASouth U2-L2 2203 4.96 N/A 1.92 N/A 1.86 N/ASouth U10-L10 2209 4.18 N/A 1.83 N/A 1.78 N/ASouth U10-L10 2210 3.95 N/A 1.75 N/A 1.70 N/ASouth U11-L11 2211 N/A 6.78 N/A 6.78 N/A 6.78South U3-L3 2230 48.03 N/A 78.57 N/A 81.07 N/ASouth U3-L3 2231 47.73 N/A 100.82 N/A 106.58 N/ASouth U3-L3 2232 N/A 8.57 N/A 4.39 N/A 4.34South U4-L4 2240 N/A 11.87 N/A 10.05 N/A 10.07South U4-L4 2241 N/A 11.58 N/A 9.55 N/A 9.56South U4-L4 2242 N/A 11.80 N/A 9.71 N/A 9.71South U5-L5 2250 30.00 N/A 27.54 N/A 27.43 N/ASouth U5-L5 2251 30.31 N/A 30.01 N/A 30.00 N/ASouth U5-L5 2252 N/A 8.27 N/A 2.91 N/A 2.81South U6-L6 2260 30.09 N/A 27.70 N/A 27.59 N/ASouth U6-L6 2261 30.47 N/A 30.32 N/A 30.32 N/ASouth U6-L6 2262 23.45 N/A 23.36 N/A 23.36 N/ASouth U7-L7 2270 29.97 N/A 27.51 N/A 27.40 N/ASouth U7-L7 2271 30.26 N/A 29.93 N/A 29.92 N/ASouth U7-L7 2272 N/A 7.05 N/A 2.48 N/A 2.40South U8-L8 2280 N/A 37.28 N/A 23.84 N/A 23.94South U8-L8 2281 N/A 39.18 N/A 22.87 N/A 22.91South U8-L8 2282 N/A 41.89 N/A 23.77 N/A 23.81South U9-L9 2290 47.05 N/A 75.70 N/A 78.01 N/ASouth U9-L9 2291 46.35 N/A 93.93 N/A 98.86 N/A





Phase 3Strength I



Compression Tension


Strength IPhase 2

Strength I


South U9-L9 2292 N/A 10.38 N/A 5.31 N/A 5.25South U1-L2 2301 N/A 3.04 N/A 1.56 N/A 1.53South U2-L4 2302 N/A 6.05 N/A 2.14 N/A 2.07South U2-L4 2303 N/A 9.52 N/A 2.73 N/A 2.63South U4-L6 2304 N/A 9.90 N/A 3.87 N/A 3.75South U4-L6 2305 N/A 23.75 N/A 8.11 N/A 7.84South U8-L6 2306 N/A 12.55 N/A 6.21 N/A 6.05South U8-L6 2307 N/A 7.22 N/A 3.38 N/A 3.29South U10-L8 2308 N/A 6.46 N/A 2.40 N/A 2.32South U10-L8 2309 N/A 4.65 N/A 1.93 N/A 1.87South U11-L10 2310 N/A 2.90 N/A 1.52 N/A 1.49South M3-L2 2382 6.39 N/A 3.76 N/A 3.72 N/ASouth M5-L4 2384 6.20 N/A 2.63 N/A 2.55 N/ASouth M7-L8 2388 6.16 N/A 2.62 N/A 2.54 N/ASouth M9-L10 2392 6.31 N/A 3.73 N/A 3.69 N/ASouth U1-L0 2500 2.25 N/A 1.41 N/A 1.39 N/ASouth U1-U2 2501 2.76 N/A 1.61 N/A 1.58 N/ASouth U2-U3 2502 2.85 N/A 1.49 N/A 1.45 N/ASouth U3-U4 2503 2.86 N/A 1.49 N/A 1.46 N/ASouth U4-U5 2504 2.65 N/A 1.34 N/A 1.31 N/ASouth U5-U6 2505 2.65 N/A 1.34 N/A 1.31 N/ASouth U6-U7 2506 2.65 N/A 1.34 N/A 1.31 N/ASouth U7-U8 2507 2.65 N/A 1.34 N/A 1.31 N/ASouth U8-U9 2508 2.97 N/A 1.52 N/A 1.48 N/ASouth U9-U10 2509 2.96 N/A 1.52 N/A 1.48 N/ASouth U10-U11 2510 3.10 N/A 1.72 N/A 1.68 N/ASouth U11-L12 2511 2.76 N/A 1.60 N/A 1.56 N/ASouth U1-L0 2550 2.45 N/A 1.53 N/A 1.50 N/ASouth U1-L0 2551 2.41 N/A 1.50 N/A 1.47 N/ASouth U11-L12 2560 3.02 N/A 1.73 N/A 1.70 N/ASouth U11-L12 2561 2.97 N/A 1.70 N/A 1.67 N/A


Span 2





Main Floorbeam 0 100 6.68 4.78 6.68 4.78 6.68 4.78Main Floorbeam 1 110 3.52 2.43 3.52 2.43 3.52 2.43Main Floorbeam 2 120 7.03 5.06 7.03 5.06 7.03 5.06Main Floorbeam 3 130 10.19 7.60 5.11 3.59 5.05 3.54Main Floorbeam 4 140 10.19 7.59 3.41 2.35 3.30 2.27Main Floorbeam 5 150 10.19 7.59 3.41 2.35 3.30 2.26Main Floorbeam 6 160 10.19 7.59 3.41 2.35 3.30 2.26Main Floorbeam 7 170 8.84 7.59 2.96 2.35 2.86 2.26Main Floorbeam 8 180 10.05 7.59 3.37 2.35 3.26 2.27Main Floorbeam 9 190 10.05 7.60 5.04 3.59 4.98 3.54

Main Floorbeam 10 200 10.09 7.56 10.09 7.56 10.09 7.56Main Floorbeam 11 210 10.00 7.52 10.00 7.52 10.00 7.52Main Floorbeam 12 220 17.45 14.86 17.45 14.86 17.45 14.86

Intermediate Floorbeam 0A 101 73.11 151.39 73.11 151.39 73.11 151.39Intermediate Floorbeam 0B 102 77.09 158.96 77.09 158.96 77.09 158.96Intermediate Floorbeam 1A 111 73.30 151.74 73.30 151.74 73.30 151.74Intermediate Floorbeam 1B 112 77.62 159.98 77.62 159.98 77.62 159.98Intermediate Floorbeam 2A 121 84.34 172.59 84.34 172.52 84.34 172.52Intermediate Floorbeam 2B 122 86.95 177.41 86.96 177.41 86.96 177.41Intermediate Floorbeam 3A 131 84.37 172.59 84.37 172.59 84.37 172.59Intermediate Floorbeam 3B 132 87.45 178.28 87.46 178.36 87.46 178.36Intermediate Floorbeam 4A 141 84.83 173.49 84.85 173.49 84.85 173.49Intermediate Floorbeam 4B 142 87.13 177.72 87.15 177.72 87.15 177.80Intermediate Floorbeam 5A 151 84.52 172.89 84.54 172.89 84.54 172.89Intermediate Floorbeam 5B 152 87.43 178.28 87.44 178.28 87.45 178.28Intermediate Floorbeam 6A 161 84.81 173.42 84.82 173.42 84.82 173.42Intermediate Floorbeam 6B 162 87.13 177.72 87.14 177.72 87.15 177.72Intermediate Floorbeam 7A 171 84.53 172.89 84.54 172.97 84.54 172.97Intermediate Floorbeam 7B 172 87.45 178.36 87.47 178.36 87.47 178.36Intermediate Floorbeam 8A 181 84.82 173.42 84.84 173.49 84.84 173.49Intermediate Floorbeam 8B 182 86.96 177.41 86.97 177.41 86.97 177.41Intermediate Floorbeam 9A 191 84.34 172.52 84.35 172.59 84.35 172.59Intermediate Floorbeam 9B 192 86.94 177.41 86.94 177.41 86.94 177.41

Intermediate Floorbeam 10A 201 73.74 152.61 73.74 152.61 73.74 152.61Intermediate Floorbeam 10B 202 77.12 159.03 77.12 159.03 77.12 159.03Intermediate Floorbeam 11A 211 73.23 151.62 73.23 151.62 73.23 151.62Intermediate Floorbeam 11B 212 76.97 158.71 76.97 158.71 76.97 158.71

North Running Girder - 2.62 4.80 2.62 4.80 2.54 4.64South Running Girder - 2.61 4.78 2.61 4.78 2.52 4.62

North Stringer - 171.46 325.99 171.46 325.99 171.46 325.99South Stringer - 171.46 325.99 171.46 325.99 171.46 325.99


Span 2 Truss Capacity/Demand ratios

Member Ref ID

Phase 1Strength I

Phase 2Strength I

Phase 3Strength I

Moment ShearMoment Shear Moment Shear


Span 3

As-built section property calculations


Calculations For: Kaw River Bridge Span 3 As-Built

Element Dimensions (without Section Losses):Top flange angles: Bottom flange angles:

A1 = lh = 4.0000 in A2 = lh = 4.0000 inC1 = tf = 0.5000 in C2 = tf = 0.5000 inB1 = lv = 4.0000 in B2 = lv = 4.0000 in

Web Plate: Distance between webs:A3 = b = 15.7500 in D = 10.0000 inB3 = t = 0.6250 in


Element Description (in2) (in) (in3) (in4) (in) (in4) (in4)Horizontal legs 4.0000 15.5000 62.0000 0.0833 7.6250 232.5625 232.6458Vertical legs 3.5000 13.5000 47.2500 3.5729 5.6250 110.7422 114.3151Horizontal legs 4.0000 0.2500 1.0000 0.0833 7.6250 232.5625 232.6458Vertical legs 3.5000 2.2500 7.8750 3.5729 5.6250 110.7422 114.3151

3 Web plates 19.6875 7.8750 155.0391 406.9775 0.0000 0.0000 406.9775Total 34.69 273.16 414.29 686.61 1100.90

A y Ay Io d Ad2 Ix,loss








2

1

P101160439

Lower Chord


Section Losses



P101160439






(Right) Vertical Leg 1.7500 15.5000 27.1250 0.0365 5.8750 60.4023 60.4388Left Web Plate 9.8438 4.3125 42.4512 0.3204 5.3125 277.8168 278.1372Right Web Plate 9.8438 14.9375 147.0410 0.3204 5.3125 277.8168 278.1372









A = 32.9531n2 Iy = 934.4691 in2 Ix = 993.5617 in2

ry = 5.3252 in rx = 5.491 in


Section Losses



3



Element Dimensions (without Section Losses):Left Channel: C15x40 Right Channel: C15x40

A1 = tw = 0.5200 in A2 = tw = 0.5200 inB1 = d = 15.0000 in B2 = d = 15.0000 inC1 = bf = 3.5200 in C2 = bf = 3.5200 inD1 = tf = 0.6500 in D2 = tf = 0.6500 in

Top Cover Plate: Bottom Cover Plates:A3 = b = 20.0000 in A4 = b = 4.0000 inB3 = t = 0.3750 in B4 = t = 0.6875 in

Web Plate: Channel Back-to-Back DistanceA5 = t = 0.0000 in G = 12.0000 in

B5 = d = 0.0000 in Channel offset from cover plateE = 0.4800 in

X-Axis Section Properties: Assumes cover plate is the widest elementA y Ay Io d Ad2 Ix,gross


Bottom Leg 2.2880 1.0125 2.3166 0.0806 7.5738 131.2446 131.3252Web 7.1240 8.1875 58.3278 111.4253 0.3988 1.1329 112.5582


3 Top Plate 7.5000 15.8750 119.0625 0.0879 7.2887 398.4407 398.5286Left Plate 2.7500 0.3438 0.9453 0.1083 8.2425 186.8331 186.9414Right Plate 2.7500 0.3438 0.9453 0.1083 8.2425 186.8331 186.9414Left Plate 0.0000 8.1875 0.0000 0.0000 0.3988 0.0000 0.0000Right Plate 0.0000 8.1875 0.0000 0.0000 0.3988 0.0000 0.0000




Section Losses

5

P101160439

Upper Chord


4



P101160439







Bottom Leg 2.2880 2.2400 5.1251 2.3624 7.7600 137.7779 140.1403Web 7.1240 3.7400 26.6438 0.1605 6.2600 279.1725 279.3330


3 Plate 7.5000 10.0000 75.0000 250.0000 0.0000 0.0000 250.0000Left Plate 2.7500 2.0000 5.5000 3.6667 8.0000 176.0000 179.6667Right Plate 2.7500 18.0000 49.5000 3.6667 8.0000 176.0000 179.6667Left Plate 0.0000 3.4800 0.0000 0.0000 6.5200 0.0000 0.0000Right Plate 0.0000 16.5200 0.0000 0.0000 6.5200 0.0000 0.0000









A = 34.5800n2 Iy = 1560.0259 in2 Ix = 1327.0867 in2

ry = 6.7167 in rx = 6.1949 in

Section Losses





4

5




A1 = tw = 0.5200 in A2 = tw = 0.5200 inB1 = d = 15.0000 in B2 = d = 15.0000 inC1 = bf = 3.5200 in C2 = bf = 3.5200 inD1 = tf = 0.6500 in D2 = tf = 0.6500 in

Top Cover Plate: Bottom Cover Plates:A3 = b = 20.0000 in A4 = b = 4.0000 inB3 = t = 0.4375 in B4 = t = 0.5000 in

Web Plate: Channel Back-to-Back DistanceA5 = t = 0.5000 in G = 12.0000 in

B5 = d = 12.0000 in Channel offset from cover plateE = 0.4800 in Width check: OK

X-Axis Section Properties: Assumes cover plate is the widest elementA y Ay Io d Ad2 Ix,gross


Bottom Leg 2.2880 0.8250 1.8876 0.0806 7.9339 144.0207 144.1013Web 7.1240 8.0000 56.9920 111.4253 0.7589 4.1025 115.5278


3 Top Plate 8.7500 15.7188 137.5391 0.1396 6.9599 423.8507 423.9903Left Plate 2.0000 0.2500 0.5000 0.0417 8.5089 144.8014 144.8430Right Plate 2.0000 0.2500 0.5000 0.0417 8.5089 144.8014 144.8430Left Plate 6.0000 8.0000 48.0000 72.0000 0.7589 3.4552 75.4552Right Plate 6.0000 8.0000 48.0000 72.0000 0.7589 3.4552 75.4552




4

5

P101160439

End Post


Section Losses



P101160439







Bottom Leg 2.2880 2.2400 5.1251 2.3624 7.7600 137.7779 140.1403Web 7.1240 3.7400 26.6438 0.1605 6.2600 279.1725 279.3330


3 Plate 8.7500 10.0000 87.5000 291.6667 0.0000 0.0000 291.6667Left Plate 2.0000 2.0000 4.0000 2.6667 8.0000 128.0000 130.6667Right Plate 2.0000 18.0000 36.0000 2.6667 8.0000 128.0000 130.6667Left Plate 6.0000 3.2300 19.3800 0.1250 6.7700 274.9974 275.1224Right Plate 6.0000 16.7700 100.6200 0.1250 6.7700 274.9974 275.1224









A = 45.7425n2 Iy = 2005.781 in2 Ix = 1419.078 in2

ry = 6.6219 in rx = 5.5698 in

Section Losses



4

5







Web Plate: C3 = 0.3750 inB3 = 11.0000 in







Total 0.00 0.00 0.00 0.00 0.00





Web Plate

4

Section Losses


2

P101160439

Vertical PP2-6


1



P101160439









Total 0.00 0.00 0.00 0.00 0.00






A = 19.1188 in2 Iy = 85.1795 in2 Ix = 356.8729 in2

ry = 2.1108 in rx = 4.3204 in

Section Losses








Web Plate: C3 = 0.3750 inB3 = 11.0000 in







Total 0.00 0.00 0.00 0.00 0.00





Web Plate

4

Section Losses


2

P101160439

Veritcal U1-L1, U7-L7


1



P101160439









Total 0.00 0.00 0.00 0.00 0.00






A = 15.4969 in2 Iy = 63.678 in2 Ix = 285.7831 in2

ry = 2.0271 in rx = 4.2943 in

Section Losses








Top Cover Plate:A3 = b = 18.7500 inB3 = t = in



Bottom Leg 2.2100 0.3250 0.7183 0.0778 7.1750 113.7722 113.8500Web 5.4800 7.5000 41.1000 85.7118 0.0000 0.0000 85.7118


3 Plate 0.0000 15.0000 0.0000 0.0000 7.5000 0.0000 0.0000Total 19.80 148.50 171.73 455.09 626.82









P101160439

Diagonal U2-L4, U6-L4


Section Losses

No top cover plate, used



P101160439



Bottom Leg 2.2100 1.7000 3.7570 2.1290 7.6750 130.1814 132.3104Web 5.4800 3.2000 17.5360 0.0731 6.1750 208.9558 209.0289


3 Plate 0.0000 9.3750 0.0000 0.0000 0.0000 0.0000 0.0000Total 19.80 185.63 8.66 938.64 947.30

A x Ax Io d Ad2 Iy,loss








A = 18.8100 in2 Iy = 854.9377 in2 Ix = 565.7082 in2

ry = 6.7418 in rx = 5.4841 in


Section Losses










Bottom Leg 1.1942 0.2180 0.2603 0.0189 4.7820 27.3085 27.3274Web 3.4595 5.0000 17.2976 24.0207 0.0000 0.0000 24.0207









Section Losses

P101160439

Diagonal M1-L2, M3-L2, M5-L6, M7-L6





P101160439



Bottom Leg 1.1942 1.3695 1.6355 0.7466 4.1305 20.3744 21.1209Web 3.4595 0.1895 0.6556 0.0414 5.3105 97.5631 97.6045










A = 11.1110 in2 Iy = 252.4228 in2 Ix = 142.0092 in2

ry = 4.7664 in rx = 3.575 in



Section Losses








C4 = 0.0000 in C5 = 0.0000 inA4 = 0.0000 in A5 = 0.0000 in











Section Losses


4

P101160439

End floorbeam without coverplates


1

2

Web Plate



P101160439
















ry = 1.2718 in rx = 12.8691 n Sbot = 373.0525 in3

Z = 474.1414 in3





Capacities*


Section Losses








C4 = 0.7500 in C5 = 0.7500 inA4 = 8.8750 in A5 = 8.8750 in











4

P101160439

End floorbeam with coverplates


1

2

Web Plate

Section Losses




P101160439
















ry = 1.6611 in rx = 14.0126 n Sbot = 562.8721 in3

Z = 695.0665 in3




Capacities*



Section Losses








C4 = 0.5000 in C5 = 0.5000 inA4 = 13.0000 in A5 = 13.0000 in











Section Losses


4

P101160439

Intermediate floorbeam with coverplates


1

2

Web Plate



P101160439
















ry = 2.4561 in rx = 13.9395 n Sbot = 658.1895 in3

Z = 804.6110 in3





Capacities*


Section Losses








C4 = 0.0000 in C5 = 0.0000 inA4 = 0.0000 in A5 = 0.0000 in











Section Losses


4

P101160439

Stringer


1

2

Web Plate



P101160439
















ry = 2.2469 in rx = 9.4288 n Sbot = 301.1482 in3

Z = 376.3777 in3





Capacities*


Section Losses










Total 3.55 28.44 1.42 182.56 183.98



Total 3.55 7.59 1.03 1.99 3.02


Ix = 183.98 in4 Sbott. = 23.00 in3 Iy = 3.02 n4 Sleft = 1.41 in3



1

2


P101160439


1

2










Total 4.18 33.44 2.25 208.02 210.27



Total 4.18 10.49 1.70 3.19 4.90


Ix = 210.27 in4 Sbott. = 26.28 in3 Iy = 4.90 n4 Sleft = 1.95 in3



1

2


P101160439


1

2



Span 3

STAAD.pro V8i model input


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 1

Kaw River Bridge

CTG 19-May-17 NRF

11-Sep-2017 12:18Span 3 As-Built.std


Job Information Engineer Checked Approved

Name: CTG NRFDate: 19-May-17 06-Jun-17

Structure Type SPACE FRAME

Number of Nodes 136 Highest Node 90007Number of Elements 305 Highest Beam 90707

Number of Basic Load Cases 3Number of Combination Load Cases 1

Included in this printout are data for:All The Whole Structure

NodesNode X

(ft)Y

(ft)Z

(ft)1100 0.000 0.000 0.0001101 14.917 0.000 0.0001102 29.833 0.000 0.0001103 44.750 0.000 0.0001104 59.667 0.000 0.0001105 74.583 0.000 0.0001106 89.500 0.000 0.0001107 104.417 0.000 0.0001108 119.333 0.000 0.0001301 14.917 14.917 0.0001303 44.750 14.917 0.0001305 74.583 14.917 0.0001307 104.417 14.917 0.0001401 23.941 23.941 0.0001403 44.750 25.917 0.0001404 59.667 25.917 0.0001405 74.583 25.917 0.0001407 95.393 23.941 0.0001502 29.833 29.833 0.0001503 44.750 29.833 0.0001504 59.667 29.833 0.0001505 74.583 29.833 0.0001506 89.500 29.833 0.0002100 0.000 0.000 17.1672101 14.917 0.000 17.1672102 29.833 0.000 17.1672103 44.750 0.000 17.167


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 2

Kaw River Bridge

CTG 19-May-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)2104 59.667 0.000 17.1672105 74.583 0.000 17.1672106 89.500 0.000 17.1672107 104.417 0.000 17.1672108 119.333 0.000 17.1672301 14.917 14.917 17.1672303 44.750 14.917 17.1672305 74.583 14.917 17.1672307 104.417 14.917 17.1672401 23.941 23.941 17.1672403 44.750 25.917 17.1672404 59.667 25.917 17.1672405 74.583 25.917 17.1672407 95.393 23.941 17.1672502 29.833 29.833 17.1672503 44.750 29.833 17.1672504 59.667 29.833 17.1672505 74.583 29.833 17.1672506 89.500 29.833 17.1677002 37.292 29.833 8.5837003 52.208 29.833 8.5837004 67.125 29.833 8.5837005 82.042 29.833 8.5839200 29.833 29.833 5.7229201 29.833 29.833 11.4449202 26.887 26.887 2.8619203 26.887 26.887 8.5839204 26.887 26.887 14.3069300 44.750 29.833 4.2929301 44.750 29.833 8.5839302 44.750 29.833 12.8759303 44.750 25.917 4.2929304 44.750 25.917 8.5839305 44.750 25.917 12.8759400 59.667 29.833 4.2929401 59.667 29.833 8.5839402 59.667 29.833 12.8759403 59.667 25.917 4.2929404 59.667 25.917 8.5839405 59.667 25.917 12.8759500 74.583 29.833 4.2929501 74.583 29.833 8.5839502 74.583 29.833 12.8759503 74.583 25.917 4.2929504 74.583 25.917 8.583


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 3

Kaw River Bridge

CTG 19-May-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)9505 74.583 25.917 12.8759600 89.500 29.833 5.7229601 89.500 29.833 11.4449602 92.446 26.887 2.8619603 92.446 26.887 8.5839604 92.446 26.887 14.306

10000 0.000 0.000 5.08310001 4.417 0.000 5.08310002 10.500 0.000 5.08310100 14.917 0.000 5.08310101 19.333 0.000 5.08310102 25.417 0.000 5.08310200 29.833 0.000 5.08310201 34.250 0.000 5.08310202 40.333 0.000 5.08310300 44.750 0.000 5.08310301 49.167 0.000 5.08310302 55.250 0.000 5.08310400 59.667 0.000 5.08310401 64.083 0.000 5.08310402 70.167 0.000 5.08310500 74.583 0.000 5.08310501 79.000 0.000 5.08310502 85.083 0.000 5.08310600 89.500 0.000 5.08310601 93.917 0.000 5.08310602 100.000 0.000 5.08310700 104.417 0.000 5.08310701 108.833 0.000 5.08310702 114.917 0.000 5.08310800 119.333 0.000 5.08320000 0.000 0.000 12.08320001 4.417 0.000 12.08320002 10.500 0.000 12.08320100 14.917 0.000 12.08320101 19.333 0.000 12.08320102 25.417 0.000 12.08320200 29.833 0.000 12.08320201 34.250 0.000 12.08320202 40.333 0.000 12.08320300 44.750 0.000 12.08320301 49.167 0.000 12.08320302 55.250 0.000 12.08320400 59.667 0.000 12.08320401 64.083 0.000 12.083


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 4

Kaw River Bridge

CTG 19-May-17 NRF



Nodes Cont...Node X

(ft)Y

(ft)Z

(ft)20402 70.167 0.000 12.08320500 74.583 0.000 12.08320501 79.000 0.000 12.08320502 85.083 0.000 12.08320600 89.500 0.000 12.08320601 93.917 0.000 12.08320602 100.000 0.000 12.08320700 104.417 0.000 12.08320701 108.833 0.000 12.08320702 114.917 0.000 12.08320800 119.333 0.000 12.08390000 7.458 0.000 8.58390001 22.375 0.000 8.58390002 37.292 0.000 8.58390003 52.208 0.000 8.58390004 67.125 0.000 8.58390005 82.042 0.000 8.58390006 96.958 0.000 8.58390007 111.875 0.000 8.583

BeamsBeam Node A Node B Length

(ft)Property

(degrees)1100 1100 1101 14.917 1 01101 1101 1102 14.917 2 01102 1102 1103 14.917 3 01103 1103 1104 14.917 4 01104 1104 1105 14.917 5 01105 1105 1106 14.917 6 01106 1106 1107 14.917 7 01107 1107 1108 14.917 8 01210 1301 1101 14.917 9 901220 1502 1102 29.833 10 901230 1503 1403 3.917 11 901231 1403 1303 11.000 12 901232 1303 1103 14.917 13 901240 1504 1404 3.917 14 901241 1404 1104 25.917 15 901250 1505 1405 3.917 16 901251 1405 1305 11.000 17 901252 1305 1105 14.917 18 901260 1506 1106 29.833 19 901270 1307 1107 14.917 20 90


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 5

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)1310 1301 1102 21.095 21 01320 1502 1303 21.095 22 01330 1303 1104 21.095 23 01340 1305 1104 21.095 24 01350 1506 1305 21.095 25 01360 1307 1106 21.095 26 01392 1303 1102 21.095 27 01395 1305 1106 21.095 28 01500 1100 1301 21.095 29 01501 1301 1401 12.762 30 01502 1401 1502 8.333 31 01520 1502 1503 14.917 32 01530 1503 1504 14.917 33 01540 1504 1505 14.917 34 01550 1505 1506 14.917 35 01560 1108 1307 21.095 36 01561 1307 1407 12.762 37 01562 1407 1506 8.333 38 02100 2100 2101 14.917 39 02101 2101 2102 14.917 40 02102 2102 2103 14.917 41 02103 2103 2104 14.917 42 02104 2104 2105 14.917 43 02105 2105 2106 14.917 44 02106 2106 2107 14.917 45 02107 2107 2108 14.917 46 02210 2301 2101 14.917 47 902220 2502 2102 29.833 48 902230 2503 2403 3.917 49 902231 2403 2303 11.000 50 902232 2303 2103 14.917 51 902240 2504 2404 3.917 52 902241 2404 2104 25.917 53 902250 2505 2405 3.917 54 902251 2405 2305 11.000 55 902252 2305 2105 14.917 56 902260 2506 2106 29.833 57 902270 2307 2107 14.917 58 902310 2301 2102 21.095 59 02320 2502 2303 21.095 60 02330 2303 2104 21.095 61 02340 2305 2104 21.095 62 02350 2506 2305 21.095 63 02360 2307 2106 21.095 64 02392 2303 2102 21.095 65 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 6

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)2395 2305 2106 21.095 66 02500 2100 2301 21.095 67 02501 2301 2401 12.762 68 02502 2401 2502 8.333 69 02520 2502 2503 14.917 70 02530 2503 2504 14.917 71 02540 2504 2505 14.917 72 02550 2505 2506 14.917 73 02560 2108 2307 21.095 74 02561 2307 2407 12.762 75 02562 2407 2506 8.333 76 06200 1502 9200 5.722 77 06201 9200 9201 5.722 78 06202 9201 2502 5.722 79 06203 1502 9202 5.054 80 06204 9202 9200 5.054 81 06205 9200 9203 5.054 82 06206 9203 9201 5.054 83 06207 9201 9204 5.054 84 06208 9204 2502 5.054 85 06209 1401 9202 5.054 86 06210 9202 9203 5.722 87 06211 9203 9204 5.722 88 06212 9204 2401 5.054 89 06300 1503 9300 4.292 90 06301 9300 9301 4.292 91 06302 9301 9302 4.292 92 06303 9302 2503 4.292 93 06400 1504 9400 4.292 94 06401 9400 9401 4.292 95 06402 9401 9402 4.292 96 06403 9402 2504 4.292 97 06500 1505 9500 4.292 98 06501 9500 9501 4.292 99 06502 9501 9502 4.292 100 06503 9502 2505 4.292 101 06600 1506 9600 5.722 102 06601 9600 9601 5.722 103 06602 9601 2506 5.722 104 06603 1506 9602 5.054 105 06604 9602 9600 5.054 106 06605 9600 9603 5.054 107 06606 9603 9601 5.054 108 06607 9601 9604 5.054 109 06608 9604 2506 5.054 110 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 7

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)6609 1407 9602 5.054 111 06610 9602 9603 5.722 112 06611 9603 9604 5.722 113 06612 9604 2407 5.054 114 07020 1502 7002 11.371 115 07021 7002 2503 11.371 116 07022 2502 7002 11.371 117 07023 7002 1503 11.371 118 07030 1503 7003 11.371 119 07031 7003 2504 11.371 120 07032 2503 7003 11.371 121 07033 7003 1504 11.371 122 07040 1504 7004 11.371 123 07041 7004 2505 11.371 124 07042 2504 7004 11.371 125 07043 7004 1505 11.371 126 07050 1505 7005 11.371 127 07051 7005 2506 11.371 128 07052 2505 7005 11.371 129 07053 7005 1506 11.371 130 08300 1403 9303 4.292 131 1808301 9303 9304 4.292 132 1808302 9304 9305 4.292 133 1808303 9305 2403 4.292 134 1808400 1404 9403 4.292 135 1808401 9403 9404 4.292 136 1808402 9404 9405 4.292 137 1808403 9405 2404 4.292 138 1808500 1405 9503 4.292 139 1808501 9503 9504 4.292 140 1808502 9504 9505 4.292 141 1808503 9505 2405 4.292 142 1809300 1503 9303 5.810 143 09301 9300 9304 5.810 144 09302 9301 9305 5.810 145 09303 9302 2403 5.810 146 09304 1403 9300 5.810 147 09305 9303 9301 5.810 148 09306 9304 9302 5.810 149 09307 9305 2503 5.810 150 09400 1504 9403 5.810 151 09401 9400 9404 5.810 152 09402 9401 9405 5.810 153 09403 9402 2404 5.810 154 09404 1404 9400 5.810 155 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 8

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)9405 9403 9401 5.810 156 09406 9404 9402 5.810 157 09407 9405 2504 5.810 158 09500 1505 9503 5.810 159 09501 9500 9504 5.810 160 09502 9501 9505 5.810 161 09503 9502 2405 5.810 162 09504 1405 9500 5.810 163 09505 9503 9501 5.810 164 09506 9504 9502 5.810 165 09507 9505 2505 5.810 166 0

10000 10000 10001 4.417 167 010001 10001 10002 6.083 168 010002 10002 10100 4.417 169 010100 10100 10101 4.417 170 010101 10101 10102 6.083 171 010102 10102 10200 4.417 172 010200 10200 10201 4.417 173 010201 10201 10202 6.083 174 010202 10202 10300 4.417 175 010300 10300 10301 4.417 176 010301 10301 10302 6.083 177 010302 10302 10400 4.417 178 010400 10400 10401 4.417 179 010401 10401 10402 6.083 180 010402 10402 10500 4.417 181 010500 10500 10501 4.417 182 010501 10501 10502 6.083 183 010502 10502 10600 4.417 184 010600 10600 10601 4.417 185 010601 10601 10602 6.083 186 010602 10602 10700 4.417 187 010700 10700 10701 4.417 188 010701 10701 10702 6.083 189 010702 10702 10800 4.417 190 020000 20000 20001 4.417 191 020001 20001 20002 6.083 192 020002 20002 20100 4.417 193 020100 20100 20101 4.417 194 020101 20101 20102 6.083 195 020102 20102 20200 4.417 196 020200 20200 20201 4.417 197 020201 20201 20202 6.083 198 020202 20202 20300 4.417 199 020300 20300 20301 4.417 200 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 9

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)20301 20301 20302 6.083 201 020302 20302 20400 4.417 202 020400 20400 20401 4.417 203 020401 20401 20402 6.083 204 020402 20402 20500 4.417 205 020500 20500 20501 4.417 206 020501 20501 20502 6.083 207 020502 20502 20600 4.417 208 020600 20600 20601 4.417 209 020601 20601 20602 6.083 210 020602 20602 20700 4.417 211 020700 20700 20701 4.417 212 020701 20701 20702 6.083 213 020702 20702 20800 4.417 214 060000 1100 10000 5.083 215 060001 10000 20000 7.000 216 060002 20000 2100 5.083 217 060100 1101 10100 5.083 218 060101 10100 20100 7.000 219 060102 20100 2101 5.083 220 060200 1102 10200 5.083 221 060201 10200 20200 7.000 222 060202 20200 2102 5.083 223 060300 1103 10300 5.083 224 060301 10300 20300 7.000 225 060302 20300 2103 5.083 226 060400 1104 10400 5.083 227 060401 10400 20400 7.000 228 060402 20400 2104 5.083 229 060500 1105 10500 5.083 230 060501 10500 20500 7.000 231 060502 20500 2105 5.083 232 060600 1106 10600 5.083 233 060601 10600 20600 7.000 234 060602 20600 2106 5.083 235 060700 1107 10700 5.083 236 060701 10700 20700 7.000 237 060702 20700 2107 5.083 238 060800 1108 10800 5.083 239 060801 10800 20800 7.000 240 060802 20800 2108 5.083 241 090000 1100 10001 6.734 242 090001 10001 90000 4.637 243 090002 90000 20002 4.637 244 090003 20002 2101 6.734 245 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 10

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)90004 2100 20001 6.734 246 090005 20001 90000 4.637 247 090006 90000 10002 4.637 248 090007 10002 1101 6.734 249 090100 1101 10101 6.734 250 090101 10101 90001 4.637 251 090102 90001 20102 4.637 252 090103 20102 2102 6.734 253 090104 2101 20101 6.734 254 090105 20101 90001 4.637 255 090106 90001 10102 4.637 256 090107 10102 1102 6.734 257 090200 1102 10201 6.734 258 090201 10201 90002 4.637 259 090202 90002 20202 4.637 260 090203 20202 2103 6.734 261 090204 2102 20201 6.734 262 090205 20201 90002 4.637 263 090206 90002 10202 4.637 264 090207 10202 1103 6.734 265 090300 1103 10301 6.734 266 090301 10301 90003 4.637 267 090302 90003 20302 4.637 268 090303 20302 2104 6.734 269 090304 2103 20301 6.734 270 090305 20301 90003 4.637 271 090306 90003 10302 4.637 272 090307 10302 1104 6.734 273 090400 1104 10401 6.734 274 090401 10401 90004 4.637 275 090402 90004 20402 4.637 276 090403 20402 2105 6.734 277 090404 2104 20401 6.734 278 090405 20401 90004 4.637 279 090406 90004 10402 4.637 280 090407 10402 1105 6.734 281 090500 1105 10501 6.734 282 090501 10501 90005 4.637 283 090502 90005 20502 4.637 284 090503 20502 2106 6.734 285 090504 2105 20501 6.734 286 090505 20501 90005 4.637 287 090506 90005 10502 4.637 288 090507 10502 1106 6.734 289 090600 1106 10601 6.734 290 0


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 11

Kaw River Bridge

CTG 19-May-17 NRF




(ft)Property

(degrees)90601 10601 90006 4.637 291 090602 90006 20602 4.637 292 090603 20602 2107 6.734 293 090604 2106 20601 6.734 294 090605 20601 90006 4.637 295 090606 90006 10602 4.637 296 090607 10602 1107 6.734 297 090700 1107 10701 6.734 298 090701 10701 90007 4.637 299 090702 90007 20702 4.637 300 090703 20702 2108 6.734 301 090704 2107 20701 6.734 302 090705 20701 90007 4.637 303 090706 90007 10702 4.637 304 090707 10702 1108 6.734 305 0

Section PropertiesProp Section Area

(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

1 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL2 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL3 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL4 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL5 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL6 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL7 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL8 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL9 Prismatic General 16.313 70.557 316.657 1.000 STEEL

10 Prismatic General 20.125 94.382 395.427 1.000 STEEL11 Prismatic General 20.125 94.382 395.427 1.000 STEEL12 Prismatic General 20.125 94.382 395.427 1.000 STEEL13 Prismatic General 20.125 94.382 395.427 1.000 STEEL14 Prismatic General 20.125 94.382 395.427 1.000 STEEL15 Prismatic General 20.125 94.382 395.427 1.000 STEEL16 Prismatic General 20.125 94.382 395.427 1.000 STEEL17 Prismatic General 20.125 94.382 395.427 1.000 STEEL18 Prismatic General 20.125 94.382 395.427 1.000 STEEL19 Prismatic General 20.125 94.382 395.427 1.000 STEEL20 Prismatic General 16.313 70.557 316.657 1.000 STEEL21 Prismatic General 11.696 279.693 157.351 1.000 STEEL22 Prismatic General 19.800 947.299 626.823 1.000 STEEL23 Prismatic General 19.800 947.299 626.823 1.000 STEEL24 Prismatic General 19.800 947.299 626.823 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 12

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

25 Prismatic General 19.800 947.299 626.823 1.000 STEEL26 Prismatic General 11.696 279.693 157.351 1.000 STEEL27 Prismatic General 11.696 279.693 157.351 1.000 STEEL28 Prismatic General 11.696 279.693 157.351 1.000 STEEL29 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL30 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL31 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL32 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL33 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL34 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL35 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL36 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL37 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL38 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL39 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL40 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL41 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL42 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL43 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL44 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL45 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL46 Prismatic General 34.688 1.04 E +3 1.1 E +3 1.000 STEEL47 Prismatic General 16.313 70.557 316.657 1.000 STEEL48 Prismatic General 20.125 94.382 395.427 1.000 STEEL49 Prismatic General 20.125 94.382 395.427 1.000 STEEL50 Prismatic General 20.125 94.382 395.427 1.000 STEEL51 Prismatic General 20.125 94.382 395.427 1.000 STEEL52 Prismatic General 20.125 94.382 395.427 1.000 STEEL53 Prismatic General 20.125 94.382 395.427 1.000 STEEL54 Prismatic General 20.125 94.382 395.427 1.000 STEEL55 Prismatic General 20.125 94.382 395.427 1.000 STEEL56 Prismatic General 20.125 94.382 395.427 1.000 STEEL57 Prismatic General 20.125 94.382 395.427 1.000 STEEL58 Prismatic General 16.313 70.557 316.657 1.000 STEEL59 Prismatic General 11.696 279.693 157.351 1.000 STEEL60 Prismatic General 19.800 947.299 626.823 1.000 STEEL61 Prismatic General 19.800 947.299 626.823 1.000 STEEL62 Prismatic General 19.800 947.299 626.823 1.000 STEEL63 Prismatic General 19.800 947.299 626.823 1.000 STEEL64 Prismatic General 11.696 279.693 157.351 1.000 STEEL65 Prismatic General 11.696 279.693 157.351 1.000 STEEL66 Prismatic General 11.696 279.693 157.351 1.000 STEEL67 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL68 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL69 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 13

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

70 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL71 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL72 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL73 Prismatic General 36.400 1.73 E +3 1.47 E +3 1.000 STEEL74 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL75 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL76 Prismatic General 48.150 2.22 E +3 1.57 E +3 1.000 STEEL77 Prismatic General 3.555 3.020 183.980 1.000 STEEL78 Prismatic General 3.555 3.020 183.980 1.000 STEEL79 Prismatic General 3.555 3.020 183.980 1.000 STEEL80 Prismatic General 3.555 3.020 183.980 1.000 STEEL81 Prismatic General 3.555 3.020 183.980 1.000 STEEL82 Prismatic General 3.555 3.020 183.980 1.000 STEEL83 Prismatic General 3.555 3.020 183.980 1.000 STEEL84 Prismatic General 3.555 3.020 183.980 1.000 STEEL85 Prismatic General 3.555 3.020 183.980 1.000 STEEL86 Prismatic General 3.555 3.020 183.980 1.000 STEEL87 Prismatic General 3.555 3.020 183.980 1.000 STEEL88 Prismatic General 3.555 3.020 183.980 1.000 STEEL89 Prismatic General 3.555 3.020 183.980 1.000 STEEL90 L40406 LD 5.718 16.126 8.717 0.275 STEEL91 L40406 LD 5.718 16.126 8.717 0.275 STEEL92 L40406 LD 5.718 16.126 8.717 0.275 STEEL93 L40406 LD 5.718 16.126 8.717 0.275 STEEL94 L40406 LD 5.718 16.126 8.717 0.275 STEEL95 L40406 LD 5.718 16.126 8.717 0.275 STEEL96 L40406 LD 5.718 16.126 8.717 0.275 STEEL97 L40406 LD 5.718 16.126 8.717 0.275 STEEL98 L40406 LD 5.718 16.126 8.717 0.275 STEEL99 L40406 LD 5.718 16.126 8.717 0.275 STEEL

100 L40406 LD 5.718 16.126 8.717 0.275 STEEL101 L40406 LD 5.718 16.126 8.717 0.275 STEEL102 Prismatic General 3.555 3.020 183.980 1.000 STEEL103 Prismatic General 3.555 3.020 183.980 1.000 STEEL104 Prismatic General 3.555 3.020 183.980 1.000 STEEL105 Prismatic General 3.555 3.020 183.980 1.000 STEEL106 Prismatic General 3.555 3.020 183.980 1.000 STEEL107 Prismatic General 3.555 3.020 183.980 1.000 STEEL108 Prismatic General 3.555 3.020 183.980 1.000 STEEL109 Prismatic General 3.555 3.020 183.980 1.000 STEEL110 Prismatic General 3.555 3.020 183.980 1.000 STEEL111 Prismatic General 3.555 3.020 183.980 1.000 STEEL112 Prismatic General 3.555 3.020 183.980 1.000 STEEL113 Prismatic General 3.555 3.020 183.980 1.000 STEEL114 Prismatic General 3.555 3.020 183.980 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 14

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

115 Prismatic General 4.180 4.898 210.267 1.000 STEEL116 Prismatic General 4.180 4.898 210.267 1.000 STEEL117 Prismatic General 4.180 4.898 210.267 1.000 STEEL118 Prismatic General 4.180 4.898 210.267 1.000 STEEL119 Prismatic General 4.180 4.898 210.267 1.000 STEEL120 Prismatic General 4.180 4.898 210.267 1.000 STEEL121 Prismatic General 4.180 4.898 210.267 1.000 STEEL122 Prismatic General 4.180 4.898 210.267 1.000 STEEL123 Prismatic General 4.180 4.898 210.267 1.000 STEEL124 Prismatic General 4.180 4.898 210.267 1.000 STEEL125 Prismatic General 4.180 4.898 210.267 1.000 STEEL126 Prismatic General 4.180 4.898 210.267 1.000 STEEL127 Prismatic General 4.180 4.898 210.267 1.000 STEEL128 Prismatic General 4.180 4.898 210.267 1.000 STEEL129 Prismatic General 4.180 4.898 210.267 1.000 STEEL130 Prismatic General 4.180 4.898 210.267 1.000 STEEL131 L40406 LD 5.718 16.126 8.717 0.275 STEEL132 L40406 LD 5.718 16.126 8.717 0.275 STEEL133 L40406 LD 5.718 16.126 8.717 0.275 STEEL134 L40406 LD 5.718 16.126 8.717 0.275 STEEL135 L40406 LD 5.718 16.126 8.717 0.275 STEEL136 L40406 LD 5.718 16.126 8.717 0.275 STEEL137 L40406 LD 5.718 16.126 8.717 0.275 STEEL138 L40406 LD 5.718 16.126 8.717 0.275 STEEL139 L40406 LD 5.718 16.126 8.717 0.275 STEEL140 L40406 LD 5.718 16.126 8.717 0.275 STEEL141 L40406 LD 5.718 16.126 8.717 0.275 STEEL142 L40406 LD 5.718 16.126 8.717 0.275 STEEL143 L30305 1.780 2.406 0.618 0.060 STEEL144 L30305 1.780 2.406 0.618 0.060 STEEL145 L30305 1.780 2.406 0.618 0.060 STEEL146 L30305 1.780 2.406 0.618 0.060 STEEL147 L30305 1.780 2.406 0.618 0.060 STEEL148 L30305 1.780 2.406 0.618 0.060 STEEL149 L30305 1.780 2.406 0.618 0.060 STEEL150 L30305 1.780 2.406 0.618 0.060 STEEL151 L30305 1.780 2.406 0.618 0.060 STEEL152 L30305 1.780 2.406 0.618 0.060 STEEL153 L30305 1.780 2.406 0.618 0.060 STEEL154 L30305 1.780 2.406 0.618 0.060 STEEL155 L30305 1.780 2.406 0.618 0.060 STEEL156 L30305 1.780 2.406 0.618 0.060 STEEL157 L30305 1.780 2.406 0.618 0.060 STEEL158 L30305 1.780 2.406 0.618 0.060 STEEL159 L30305 1.780 2.406 0.618 0.060 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 15

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

160 L30305 1.780 2.406 0.618 0.060 STEEL161 L30305 1.780 2.406 0.618 0.060 STEEL162 L30305 1.780 2.406 0.618 0.060 STEEL163 L30305 1.780 2.406 0.618 0.060 STEEL164 L30305 1.780 2.406 0.618 0.060 STEEL165 L30305 1.780 2.406 0.618 0.060 STEEL166 L30305 1.780 2.406 0.618 0.060 STEEL167 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL168 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL169 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL170 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL171 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL172 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL173 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL174 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL175 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL176 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL177 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL178 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL179 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL180 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL181 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL182 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL183 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL184 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL185 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL186 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL187 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL188 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL189 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL190 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL191 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL192 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL193 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL194 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL195 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL196 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL197 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL198 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL199 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL200 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL201 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL202 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL203 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL204 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 16

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

205 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL206 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL207 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL208 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL209 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL210 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL211 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL212 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL213 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL214 Prismatic General 43.234 229.760 4.05 E +3 1.000 STEEL215 Prismatic General 53.844 156.384 11.1 E +3 1.000 STEEL216 Prismatic General 53.844 156.384 11.1 E +3 1.000 STEEL217 Prismatic General 53.844 156.384 11.1 E +3 1.000 STEEL218 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL219 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL220 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL221 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL222 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL223 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL224 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL225 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL226 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL227 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL228 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL229 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL230 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL231 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL232 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL233 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL234 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL235 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL236 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL237 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL238 Prismatic General 62.844 399.056 12.9 E +3 1.000 STEEL239 Prismatic General 53.844 156.384 11.1 E +3 1.000 STEEL240 Prismatic General 53.844 156.384 11.1 E +3 1.000 STEEL241 Prismatic General 53.844 156.384 11.1 E +3 1.000 STEEL242 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL243 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL244 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL245 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL246 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL247 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL248 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL249 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 17

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

250 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL251 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL252 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL253 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL254 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL255 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL256 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL257 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL258 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL259 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL260 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL261 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL262 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL263 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL264 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL265 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL266 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL267 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL268 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL269 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL270 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL271 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL272 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL273 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL274 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL275 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL276 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL277 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL278 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL279 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL280 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL281 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL282 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL283 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL284 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL285 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL286 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL287 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL288 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL289 Rect 0.50x6.00 3.000 9.000 0.063 0.237 STEEL290 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL291 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL292 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL293 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL294 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 18

Kaw River Bridge

CTG 19-May-17 NRF




(in2)Iyy

(in4)Izz

(in4)J

(in4)Material

295 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL296 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL297 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL298 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL299 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL300 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL301 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL302 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL303 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL304 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL305 Rect 0.50x9.00 4.500 30.375 0.094 0.362 STEEL

MaterialsMat Name E

(kip/in2) Density

(kip/in3)

(/°F)1 STEEL 29 E +3 0.300 0.000 6 E -62 STAINLESSSTEEL 28 E +3 0.300 0.000 9.9 E -63 ALUMINUM 10 E +3 0.330 0.000 12.8 E -64 CONCRETE 3.15 E +3 0.170 0.000 5.5 E -6

SupportsThere is no data of this type.

ReleasesBeam ends not shown in this table are fixed in all directions.Beam Node x y z rx ry rz

1100 1100 Fixed Fixed Fixed Fixed Pin Pin1100 1101 Fixed Fixed Fixed Fixed Pin Pin1101 1101 Fixed Fixed Fixed Fixed Pin Pin1101 1102 Fixed Fixed Fixed Fixed Pin Pin1102 1102 Fixed Fixed Fixed Fixed Pin Pin1102 1103 Fixed Fixed Fixed Fixed Pin Pin1103 1103 Fixed Fixed Fixed Fixed Pin Pin1103 1104 Fixed Fixed Fixed Fixed Pin Pin1104 1104 Fixed Fixed Fixed Fixed Pin Pin1104 1105 Fixed Fixed Fixed Fixed Pin Pin1105 1105 Fixed Fixed Fixed Fixed Pin Pin1105 1106 Fixed Fixed Fixed Fixed Pin Pin1106 1106 Fixed Fixed Fixed Fixed Pin Pin1106 1107 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 19

Kaw River Bridge

CTG 19-May-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 20

Kaw River Bridge

CTG 19-May-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 21

Kaw River Bridge

CTG 19-May-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 22

Kaw River Bridge

CTG 19-May-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 23

Kaw River Bridge

CTG 19-May-17 NRF




9403 9402 Fixed Fixed Fixed Fixed Pin Pin9403 2404 Fixed Fixed Fixed Fixed Pin Pin9404 1404 Fixed Fixed Fixed Fixed Pin Pin9404 9400 Fixed Fixed Fixed Fixed Pin Pin9405 9403 Fixed Fixed Fixed Fixed Pin Pin9405 9401 Fixed Fixed Fixed Fixed Pin Pin9406 9404 Fixed Fixed Fixed Fixed Pin Pin9406 9402 Fixed Fixed Fixed Fixed Pin Pin9407 9405 Fixed Fixed Fixed Fixed Pin Pin9407 2504 Fixed Fixed Fixed Fixed Pin Pin9500 1505 Fixed Fixed Fixed Fixed Pin Pin9500 9503 Fixed Fixed Fixed Fixed Pin Pin9501 9500 Fixed Fixed Fixed Fixed Pin Pin9501 9504 Fixed Fixed Fixed Fixed Pin Pin9502 9501 Fixed Fixed Fixed Fixed Pin Pin9502 9505 Fixed Fixed Fixed Fixed Pin Pin9503 9502 Fixed Fixed Fixed Fixed Pin Pin9503 2405 Fixed Fixed Fixed Fixed Pin Pin9504 1405 Fixed Fixed Fixed Fixed Pin Pin9504 9500 Fixed Fixed Fixed Fixed Pin Pin9505 9503 Fixed Fixed Fixed Fixed Pin Pin9505 9501 Fixed Fixed Fixed Fixed Pin Pin9506 9504 Fixed Fixed Fixed Fixed Pin Pin9506 9502 Fixed Fixed Fixed Fixed Pin Pin9507 9505 Fixed Fixed Fixed Fixed Pin Pin9507 2505 Fixed Fixed Fixed Fixed Pin Pin

10000 10000 Slide Fixed Fixed Fixed Pin Pin10002 10100 Fixed Fixed Fixed Fixed Pin Pin10100 10100 Slide Fixed Fixed Fixed Pin Pin10102 10200 Fixed Fixed Fixed Fixed Pin Pin10200 10200 Slide Fixed Fixed Fixed Pin Pin10202 10300 Fixed Fixed Fixed Fixed Pin Pin10300 10300 Slide Fixed Fixed Fixed Pin Pin10302 10400 Fixed Fixed Fixed Fixed Pin Pin10400 10400 Slide Fixed Fixed Fixed Pin Pin10402 10500 Fixed Fixed Fixed Fixed Pin Pin10500 10500 Slide Fixed Fixed Fixed Pin Pin10502 10600 Fixed Fixed Fixed Fixed Pin Pin10600 10600 Slide Fixed Fixed Fixed Pin Pin10602 10700 Fixed Fixed Fixed Fixed Pin Pin10700 10700 Slide Fixed Fixed Fixed Pin Pin10702 10800 Fixed Fixed Fixed Fixed Pin Pin20000 20000 Slide Fixed Fixed Fixed Pin Pin20002 20100 Fixed Fixed Fixed Fixed Pin Pin20100 20100 Slide Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 24

Kaw River Bridge

CTG 19-May-17 NRF




20102 20200 Fixed Fixed Fixed Fixed Pin Pin20200 20200 Slide Fixed Fixed Fixed Pin Pin20202 20300 Fixed Fixed Fixed Fixed Pin Pin20300 20300 Slide Fixed Fixed Fixed Pin Pin20302 20400 Fixed Fixed Fixed Fixed Pin Pin20400 20400 Slide Fixed Fixed Fixed Pin Pin20402 20500 Fixed Fixed Fixed Fixed Pin Pin20500 20500 Slide Fixed Fixed Fixed Pin Pin20502 20600 Fixed Fixed Fixed Fixed Pin Pin20600 20600 Slide Fixed Fixed Fixed Pin Pin20602 20700 Fixed Fixed Fixed Fixed Pin Pin20700 20700 Slide Fixed Fixed Fixed Pin Pin20702 20800 Fixed Fixed Fixed Fixed Pin Pin60000 1100 Fixed Fixed Fixed Fixed Pin Pin60002 2100 Fixed Fixed Fixed Fixed Pin Pin60100 1101 Fixed Fixed Fixed Fixed Pin Pin60102 2101 Fixed Fixed Fixed Fixed Pin Pin60200 1102 Fixed Fixed Fixed Fixed Pin Pin60202 2102 Fixed Fixed Fixed Fixed Pin Pin60300 1103 Fixed Fixed Fixed Fixed Pin Pin60302 2103 Fixed Fixed Fixed Fixed Pin Pin60400 1104 Fixed Fixed Fixed Fixed Pin Pin60402 2104 Fixed Fixed Fixed Fixed Pin Pin60500 1105 Fixed Fixed Fixed Fixed Pin Pin60502 2105 Fixed Fixed Fixed Fixed Pin Pin60600 1106 Fixed Fixed Fixed Fixed Pin Pin60602 2106 Fixed Fixed Fixed Fixed Pin Pin60700 1107 Fixed Fixed Fixed Fixed Pin Pin60702 2107 Fixed Fixed Fixed Fixed Pin Pin90000 1100 Fixed Fixed Fixed Fixed Pin Pin90000 10001 Fixed Fixed Fixed Fixed Pin Pin90001 10001 Fixed Fixed Fixed Fixed Pin Pin90002 20002 Fixed Fixed Fixed Fixed Pin Pin90003 20002 Fixed Fixed Fixed Fixed Pin Pin90003 2101 Fixed Fixed Fixed Fixed Pin Pin90004 2100 Fixed Fixed Fixed Fixed Pin Pin90004 20001 Fixed Fixed Fixed Fixed Pin Pin90005 20001 Fixed Fixed Fixed Fixed Pin Pin90006 10002 Fixed Fixed Fixed Fixed Pin Pin90007 10002 Fixed Fixed Fixed Fixed Pin Pin90007 1101 Fixed Fixed Fixed Fixed Pin Pin90100 1101 Fixed Fixed Fixed Fixed Pin Pin90100 10101 Fixed Fixed Fixed Fixed Pin Pin90101 10101 Fixed Fixed Fixed Fixed Pin Pin90102 20102 Fixed Fixed Fixed Fixed Pin Pin


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 25

Kaw River Bridge

CTG 19-May-17 NRF






Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 26

Kaw River Bridge

CTG 19-May-17 NRF




90500 10501 Fixed Fixed Fixed Fixed Pin Pin90501 10501 Fixed Fixed Fixed Fixed Pin Pin90502 20502 Fixed Fixed Fixed Fixed Pin Pin90503 20502 Fixed Fixed Fixed Fixed Pin Pin90503 2106 Fixed Fixed Fixed Fixed Pin Pin90504 2105 Fixed Fixed Fixed Fixed Pin Pin90504 20501 Fixed Fixed Fixed Fixed Pin Pin90505 20501 Fixed Fixed Fixed Fixed Pin Pin90506 10502 Fixed Fixed Fixed Fixed Pin Pin90507 10502 Fixed Fixed Fixed Fixed Pin Pin90507 1106 Fixed Fixed Fixed Fixed Pin Pin90600 1106 Fixed Fixed Fixed Fixed Pin Pin90600 10601 Fixed Fixed Fixed Fixed Pin Pin90601 10601 Fixed Fixed Fixed Fixed Pin Pin90602 20602 Fixed Fixed Fixed Fixed Pin Pin90603 20602 Fixed Fixed Fixed Fixed Pin Pin90603 2107 Fixed Fixed Fixed Fixed Pin Pin90604 2106 Fixed Fixed Fixed Fixed Pin Pin90604 20601 Fixed Fixed Fixed Fixed Pin Pin90605 20601 Fixed Fixed Fixed Fixed Pin Pin90606 10602 Fixed Fixed Fixed Fixed Pin Pin90607 10602 Fixed Fixed Fixed Fixed Pin Pin90607 1107 Fixed Fixed Fixed Fixed Pin Pin90700 1107 Fixed Fixed Fixed Fixed Pin Pin90700 10701 Fixed Fixed Fixed Fixed Pin Pin90701 10701 Fixed Fixed Fixed Fixed Pin Pin90702 20702 Fixed Fixed Fixed Fixed Pin Pin90703 20702 Fixed Fixed Fixed Fixed Pin Pin90703 2108 Fixed Fixed Fixed Fixed Pin Pin90704 2107 Fixed Fixed Fixed Fixed Pin Pin90704 20701 Fixed Fixed Fixed Fixed Pin Pin90705 20701 Fixed Fixed Fixed Fixed Pin Pin90706 10702 Fixed Fixed Fixed Fixed Pin Pin90707 10702 Fixed Fixed Fixed Fixed Pin Pin90707 1108 Fixed Fixed Fixed Fixed Pin Pin

Basic Load CasesNumber Name

1 SELFWEIGHT OF STRUCTURE3 DL ALL PHASES4 LL ALL PHASES


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 27

Kaw River Bridge

CTG 19-May-17 NRF



Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

11 STRENGTH I FOR ALL PHASES 1 SELFWEIGHT OF STRUCTURE 1.253 DL ALL PHASES 1.254 LL ALL PHASES 1.75

Load GeneratorsThere is no data of this type.

Node Loads : 1 SELFWEIGHT OF STRUCTURENode FX

(kip)FY

(kip)FZ

(kip)MX

(kip-in)MY

(kip-in)MZ

(kip-in)1100 - -0.250 - - - -1101 - -0.250 - - - -1102 - -0.650 - - - -1103 - -0.250 - - - -1104 - -0.900 - - - -1105 - -0.250 - - - -1106 - -0.650 - - - -1107 - -0.250 - - - -1502 - -0.250 - - - -1503 - -0.100 - - - -1504 - -0.100 - - - -1505 - -0.100 - - - -1506 - -0.250 - - - -2100 - -0.250 - - - -2101 - -0.250 - - - -2102 - -0.650 - - - -2103 - -0.250 - - - -2104 - -0.900 - - - -2105 - -0.250 - - - -2106 - -0.650 - - - -2107 - -0.250 - - - -2502 - -0.250 - - - -2503 - -0.100 - - - -2504 - -0.100 - - - -2505 - -0.100 - - - -2506 - -0.250 - - - -

Selfweight : 1 SELFWEIGHT OF STRUCTUREDirection Factor

Y -46.650


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 28

Kaw River Bridge

CTG 19-May-17 NRF



Beam Loads : 3 DL ALL PHASESBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -710.000 - - - -10001 UNI lbf/ft GY -710.000 - - - -10002 UNI lbf/ft GY -710.000 - - - -10100 UNI lbf/ft GY -710.000 - - - -10101 UNI lbf/ft GY -710.000 - - - -10102 UNI lbf/ft GY -710.000 - - - -10200 UNI lbf/ft GY -710.000 - - - -10201 UNI lbf/ft GY -710.000 - - - -10202 UNI lbf/ft GY -710.000 - - - -10300 UNI lbf/ft GY -710.000 - - - -10301 UNI lbf/ft GY -710.000 - - - -10302 UNI lbf/ft GY -710.000 - - - -10400 UNI lbf/ft GY -710.000 - - - -10401 UNI lbf/ft GY -710.000 - - - -10402 UNI lbf/ft GY -710.000 - - - -10500 UNI lbf/ft GY -710.000 - - - -10501 UNI lbf/ft GY -710.000 - - - -10502 UNI lbf/ft GY -710.000 - - - -10600 UNI lbf/ft GY -710.000 - - - -10601 UNI lbf/ft GY -710.000 - - - -10602 UNI lbf/ft GY -710.000 - - - -10700 UNI lbf/ft GY -710.000 - - - -10701 UNI lbf/ft GY -710.000 - - - -10702 UNI lbf/ft GY -710.000 - - - -20000 UNI lbf/ft GY -710.000 - - - -20001 UNI lbf/ft GY -710.000 - - - -20002 UNI lbf/ft GY -710.000 - - - -20100 UNI lbf/ft GY -710.000 - - - -20101 UNI lbf/ft GY -710.000 - - - -20102 UNI lbf/ft GY -710.000 - - - -20200 UNI lbf/ft GY -710.000 - - - -20201 UNI lbf/ft GY -710.000 - - - -20202 UNI lbf/ft GY -710.000 - - - -20300 UNI lbf/ft GY -710.000 - - - -20301 UNI lbf/ft GY -710.000 - - - -20302 UNI lbf/ft GY -710.000 - - - -20400 UNI lbf/ft GY -710.000 - - - -20401 UNI lbf/ft GY -710.000 - - - -20402 UNI lbf/ft GY -710.000 - - - -20500 UNI lbf/ft GY -710.000 - - - -20501 UNI lbf/ft GY -710.000 - - - -20502 UNI lbf/ft GY -710.000 - - - -20600 UNI lbf/ft GY -710.000 - - - -20601 UNI lbf/ft GY -710.000 - - - -20602 UNI lbf/ft GY -710.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 29

Kaw River Bridge

CTG 19-May-17 NRF



Beam Loads : 3 DL ALL PHASES Cont...Beam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)20700 UNI lbf/ft GY -710.000 - - - -20701 UNI lbf/ft GY -710.000 - - - -20702 UNI lbf/ft GY -710.000 - - - -

Beam Loads : 4 LL ALL PHASESBeam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)10000 UNI lbf/ft GY -450.000 - - - -10001 UNI lbf/ft GY -450.000 - - - -10002 UNI lbf/ft GY -450.000 - - - -10100 UNI lbf/ft GY -450.000 - - - -10101 UNI lbf/ft GY -450.000 - - - -10102 UNI lbf/ft GY -450.000 - - - -10200 UNI lbf/ft GY -450.000 - - - -10201 UNI lbf/ft GY -450.000 - - - -10202 UNI lbf/ft GY -450.000 - - - -10300 UNI lbf/ft GY -450.000 - - - -10301 UNI lbf/ft GY -450.000 - - - -10302 UNI lbf/ft GY -450.000 - - - -10400 UNI lbf/ft GY -450.000 - - - -10401 UNI lbf/ft GY -450.000 - - - -10402 UNI lbf/ft GY -450.000 - - - -10500 UNI lbf/ft GY -450.000 - - - -10501 UNI lbf/ft GY -450.000 - - - -10502 UNI lbf/ft GY -450.000 - - - -10600 UNI lbf/ft GY -450.000 - - - -10601 UNI lbf/ft GY -450.000 - - - -10602 UNI lbf/ft GY -450.000 - - - -10700 UNI lbf/ft GY -450.000 - - - -10701 UNI lbf/ft GY -450.000 - - - -10702 UNI lbf/ft GY -450.000 - - - -20000 UNI lbf/ft GY -450.000 - - - -20001 UNI lbf/ft GY -450.000 - - - -20002 UNI lbf/ft GY -450.000 - - - -20100 UNI lbf/ft GY -450.000 - - - -20101 UNI lbf/ft GY -450.000 - - - -20102 UNI lbf/ft GY -450.000 - - - -20200 UNI lbf/ft GY -450.000 - - - -20201 UNI lbf/ft GY -450.000 - - - -20202 UNI lbf/ft GY -450.000 - - - -20300 UNI lbf/ft GY -450.000 - - - -20301 UNI lbf/ft GY -450.000 - - - -20302 UNI lbf/ft GY -450.000 - - - -


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

P101160439 30

Kaw River Bridge

CTG 19-May-17 NRF



Beam Loads : 4 LL ALL PHASES Cont...Beam Type Direction Fa Da

(ft)Fb Db Ecc.

(ft)20400 UNI lbf/ft GY -450.000 - - - -20401 UNI lbf/ft GY -450.000 - - - -20402 UNI lbf/ft GY -450.000 - - - -20500 UNI lbf/ft GY -450.000 - - - -20501 UNI lbf/ft GY -450.000 - - - -20502 UNI lbf/ft GY -450.000 - - - -20600 UNI lbf/ft GY -450.000 - - - -20601 UNI lbf/ft GY -450.000 - - - -20602 UNI lbf/ft GY -450.000 - - - -20700 UNI lbf/ft GY -450.000 - - - -20701 UNI lbf/ft GY -450.000 - - - -20702 UNI lbf/ft GY -450.000 - - - -


Span 3









3 Web plates 19.6875 7.8750 155.0391 406.9775 0.0000 0.0000 406.9775Total 34.69 273.16 414.29 686.61 1100.90








2

P101160439

North Truss L3-L4


1

Section Losses
