Moment Connection Beam Column IS & BS SECTION FOR IS800.XLS

Project No: 1096 Calculation No.Rev Prep. by Checked by Date

0 NDMClient : RELIANCE INDUSTRIES LIMITEDProject : RELIANCE JAMNAGAR 3 PROGRAM

DESIGN OF NON STANDARD CONNECTIONS

Member ID-01 (Refer pipe support Detail '6') ( MOMENT CONNECTION)

Refer Drawing Nos. - C63-AYZ202-00304 TO C63-AYZ202-00309, C63-AYZ202-000318, 10010-C63-AYZ202-000319

Member - ISMB300 connected to steel column ISMB300

Design force = Ac = At = 100 kN MEMBER ID - ( Right Side connection)

Fy = 100 kN

Fz = 0 kN `

Mz = 100 kNm Beam ISMB300

CONNECTION TYPE = MC Without Stiffeners Column ISMB300

120 mm Number Of Bolts 4 Nos

M 24 Dia bolts

BUTT Weld @ flanges

60 mm

65 mm

BEAM

ISMB300

40 mm

thk end

plate 65 mm

60 mm

140 mm 8 mm weld @ web

ELEVATION SIDE ELEVATION

Column Section Properties ISMB300 GRADE OF STEEL FE410

D = Total Depth = 300 mm ax = Area of section = 56.3

Bf = Flange Width = 140 mm = 250

tf = Thickness of flange = 12.4 mm = 410

tw = Thickness of web = 7.5 mm

dw = Clear depth of web (D-2tf) = 275.2 mm

Beam Section ISMB300 GRADE OF STEEL S275

= 300 mm = 56.3

= 140 mm = 275

= 12.4 mm = 430

= 7.5 mm

= 275.2 mm

D x B x Thickness

Weld thickness for Beam web to Column = 8 mm , End Plate Dimensions = 538 mm x 240 mm 40 mm

Weld thickness for Stiffener to Beam = 8 mm End Plate Fy = 250 N/mm2

Design Excellence (India) Pvt. Ltd.

mm2

fy = Yield stress N/mm2

fu =Ultimate Tensile stress N/mm2

Db = Total Depth axb = Area of section cm2

Bfb = Flange Width fy = Yield stress N/mm2

tfb = Thickness of flange fu =Ultimate Tensile stress N/mm2

twb = Thickness of web

dwb = Clear depth of web (D-2tf)




Bolt Properties : Using 24 Dia Bolts with 8.8 Grade Hole Dia Do = 26 mm

= 660 N/mm2 E.D = 60 mm , Gauge g = 120 mm

Fu = 830 N/mm2 Net Area of Bolt = 362 mm2

1) CHECK FOR TENSION IN TOP OR BOTTOM FLANGE :-

T =100

+ 31 = 379 kN(300 - 12.4)

Tension Taken by Flange = 30.83 KN

Tension Taken by the Web = 38.33 KN

Tension Capacity of the Flange = Ag Fy = 434 KN SAFE

1.1

Shear Capacity of Flange For Fz = Av X Fy = 251 KN

√3 x 1.1

T+

V= 0.872 FLANGE IS SAFE

Td Vd

2) EVALUATION OF WELD AT FLANGES AND WEB

a) Determine weld size around flange

Length of weld available in flange = 2 x 140 -7.5

= 273 mm

= …………… Cl. No. 10.5.7.1.1…..IS 800-2007

= 410/ ((3^0.5) x 1.25)

= 189.4

= 157.8 N/mm2

Force per mm length =379

= 1.39 kN/mm272.5

Weld Strength for Size 10 WELD = 1.339 kN/mm Weld Not Adequate

Provide Full penetration butt weld At flanges

b) Determine weld size around web

Resultant shear = 100 2 + 0 2

= 100 kN

Length of weld available = 2 x (300 - 2 x 12.4 - 2 x 12.4)

500.8 mm

Force per mm length =100.00

= 0.20 kN/mm500.8

Checking the size of weld = 8 mm fillet weld

Weld capacity = 0.7 x 8 x 189 x 500.8

= 536 kN > 100 kN Safe

Therefore, 8 mm fillet weld to the Web

fyb

X 103

Design strength of Shop fillet weld 'fwd' fwn / ((3^0.5) x ץmw)

N/mm2

Design strength of Field fillet weld 'fwd'




3) TO DETERMINE THE SIZE & NUMBER OF BOLTS REQUIRED

a)

Tension on each bolt = T = 378.5 / 2

= 189 kN

Tension capacity of M 30 dia 8.8 grade bolts

= Min of or ……………. Cl. No. 10.3.5 of IS 800 -2007

= Min of (0.9 x 830 x 362 /1.25 or (660 x 452 x (1.25/1.1)

= 216 > 189 kN

Safe

b)

Shear force in each bolt (V) = (100/4) = 25 kN

= ……………. Cl. No. 10.3.3 of IS 800 -2007

=3 x 1.25

=830 x ( 1 x 362 + 0 )

3 x 1.25

= 139 kN > 25 kN Safe

c)

= ……………. Cl. No. 10.3.4 of IS 800 -2007

=

= Smaller of = = 0.77

= NA

= 2.024

1 Where, t = Min .of (End plate thk. Or column flange thk.) = 12.4 mm

= 2.5 x 0.77 x 24 x 12.4 x 410 / 1.25

188 kN > 25 kN Safe

4) Prying effect

Prying force (Q) = - ]

= 2 for Non Pretensioned Bolt

η = 1.5

= Effective width of flange per pair of bolts = 130 mm

= = 581

t = Thickness of end plate = 40 mm

= Distance between Prying force and bolt centre line

= 94.86 mm OR Edge distance = 60 mm

Hence le = 60.00 mm

= Distance for bolt centre line to toe of the fillet weld

= (g - tw - 2 x s) / 2 = 58.8 mm

Q = -50.65 kN

Prying force (Q) = 0 kN

PRYING CAN BE IGNORED

5) CHECK BOLTS SUBJECT TO COMBINED SHEAR & TENSION

2 2

V +

T≤ 1

2 2

25 + 189 =0.80 < 1 Safe

139 216

Tension capacity of bolt T b

(0.9 x fub x An / ץmw) (fyb x Asb x ( ץmb/ ץmo))

Shear capacity of bolt 'V dsb'

Shear capacity of bolt 'Vdsb' Vnsb / ץmb

Vnsb

fub x (nn x Anb + ns x Asb)

Bearing capacity of bolt 'V dpb'

Vdpb Vnpb / ץmb

2.5 Kb.d.t.fu / ץmb

Kb e / 3do,

p / 3do-0.25,

fub / fu,

Vdpb

lv [Te β η fo be t4

2 le 27 le lv2

β

be

fo Proof stress (0.7 x fub) N/mm2

le

Min of [le = 1.1t √(β fo / fy) and end distance]

le = 1.1t √(β fo / fy)

lv

Vnsb Tdb




6) CHECK END PLATE FOR MOMENT

Taking moment at stiffener plate

Distance between bolt centre to the flange edge of Beam

= ( 65 - 0.5 x 12.4 )

Lo = 58.8 mm

Tension in each bolt Te = 189 kN

Moment = (Te x Lo -Q x Le )

= 11.13 kN.m

Thk. Of plate, t =4 x 11.13 x 10^6

250 /1.1 x 130

= 38.8 mm

Therefore, Provide 40 thick End plate

7) GROSS SHEAR CAPACITY OF PLATE

Gross shear area = ( 680 x 40 ) = 27200

Design shear strength of end plate

= 27200 x 250

3 x 1.25

= 3141 kN > 100 kN Safe

SUMMARY

End plate = 40 Thk 538 mm X 240 mm

Bolts = 4 Nos 24 Dia Bolts

Weld = Provide Full penetration butt weld At flanges

8 mm fillet weld to the Web

Moment at edge of flange ( Considering Cantilever action on the End Plate)

mm2



DESIGN OF NON STANDARD CONNECTIONS

Member ID-01 (Refer pipe support Detail '6') ( MOMENT CONNECTION)

Refer Drawing Nos. - C63-AYZ202-00304 TO C63-AYZ202-00309, C63-AYZ202-000318, 10010-C63-AYZ202-000319

Member - UC305X305X118 connected to steel column UC305X305X118

Design force = Ac = At = 360 kN MEMBER ID -02 ( Right Side connection)

Fy = 205 kN

Fz = 240 kN `

Mz = 315 kNm Beam UC305X305X118

CONNECTION TYPE = MC Without Stiffeners Column UC305X305X118

120 mm Number Of Bolts 8 Nos

M 30 Dia bolts

BUTT Weld @ flanges

60 mm

25 mm 65 mm

BEAM

UC305X305X118

150 mm

40 mm

thk end

plate 65 mm 300

60 mm

12 mm

thk. Stiffener

307 mm 12 mm weld 8 mm weld @ web

@ stiffeners

ELEVATION SIDE ELEVATION

Column Section Properties UC305X305X118 GRADE OF STEEL S275

D = Total Depth = 314.5 mm ax = Area of section = 150

Bf = Flange Width = 307.4 mm = 275

tf = Thickness of flange = 18.7 mm = 430

tw = Thickness of web = 12 mm

dw = Clear depth of web (D-2tf) = 277.1 mm

Beam Section UC305X305X118 GRADE OF STEEL S275

= 314.5 mm = 150

= 307.4 mm = 275

= 18.7 mm = 430

= 12 mm

= 277.1 mm

Weld thickness for Beam web to Column = 8 mm , Weld thickness for Stiffener to Column = 12 mm

Weld thickness for Stiffener to Beam = 8 mm End Plate Thickness = 40 mm


mm2

fy = Yield stress N/mm2

fu =Ultimate Tensile stress N/mm2

Db = Total Depth axb = Area of section cm2

Bfb = Flange Width fy = Yield stress N/mm2

tfb = Thickness of flange fu =Ultimate Tensile stress N/mm2

twb = Thickness of web

dwb = Clear depth of web (D-2tf)




Bolt Properties : Using 30 Dia Bolts with 8.8 Grade Hole Dia Do = 33 mm

= 660 N/mm2 E.D = 60 mm , Gauge g = 120 mm

Fu = 830 N/mm2 pitch = 150 mm Net Area of Bolt = 565 mm2

1) CHECK FOR TENSION IN TOP OR BOTTOM FLANGE :-

T =315

+ 138 = 1203 kN(314.5 - 18.7)

Tension Taken by Flange = 138 KN

Tension Taken by the Web = 84.08 KN

Tension Capacity of the Flange = Ag Fy = 1437 KN SAFE

1.1

Shear Capacity of Flange For Fz = Av X Fy = 830 KN

√3 x 1.1

T+

V= 0.982 FLANGE IS SAFE

Td Vd

2) EVALUATION OF WELD AT FLANGES AND WEB

a) Determine weld size around flange

Length of weld available in flange = 2 x 307.4 -12

= 603 mm

= …………… Cl. No. 10.5.7.1.1…..IS 800-2007

= 410/ ((3^0.5) x 1.25)

= 189.4

= 157.8 N/mm2

Force per mm length =1203

= 2.00 kN/mm602.8

Weld Strength for Size 12 WELD = 1.607 kN/mm Weld Not Adequate

Provide Full penetration butt weld At flanges

b) Determine weld size around web

Resultant shear = 205 2 + 240 2

= 316 kN

Length of weld available = 2 x (314.5 - 2 x 18.7 - 2 x 18.7)

479.4 mm

Force per mm length =315.63

= 0.66 kN/mm479.4

Checking the size of weld = 8 mm fillet weld

Weld capacity = 0.7 x 8 x 189 x 479.4

= 513 kN > 316 kN Safe

Therefore, 8 mm fillet weld to the Web

fyb

X 103

Design strength of Shop fillet weld 'fwd' fwn / ((3^0.5) x ץmw)

N/mm2

Design strength of Field fillet weld 'fwd'




3) TO DETERMINE THE SIZE & NUMBER OF BOLTS REQUIRED

a)

Tension on each bolt = T = 1203 / 4

= 301 kN

Tension capacity of M 30 dia 8.8 grade bolts

= Min of or ……………. Cl. No. 10.3.5 of IS 800 -2007

= Min of (0.9 x 830 x 565 /1.25 or (660 x 707 x (1.25/1.1)

= 338 > 301 kN

Safe

b)

Shear force in each bolt (V) = (316/8) = 39 kN

= ……………. Cl. No. 10.3.3 of IS 800 -2007

=3 x 1.25

=830 x ( 1 x 565 + 0 )

3 x 1.25

= 217 kN > 39.45 kN Safe

c)

= ……………. Cl. No. 10.3.4 of IS 800 -2007

=

= Smaller of = = 0.61

= 1.265

= 1.93

1 Where, t = Min .of (End plate thk. Or column flange thk.) = 18.7 mm

= 2.5 x 0.61 x 30 x 18.7 x 430 / 1.25

292.4 kN > 39.45 kN Safe

4) CHECK BOLTS SUBJECT TO COMBINED SHEAR & TENSION

2 2

V +

T≤ 1

2 2

39 + 301 =0.82 < 1 Safe

217 338

Tension capacity of bolt T b

(0.9 x fub x An / ץmw) (fyb x Asb x ( ץmb/ ץmo))

Shear capacity of bolt 'V dsb'

Shear capacity of bolt 'Vdsb' Vnsb / ץmb

Vnsb

fub x (nn x Anb + ns x Asb)

Bearing capacity of bolt 'V dpb'

Vdpb Vnpb / ץmb

2.5 Kb.d.t.fu / ץmb

Kb e / 3do,

p / 3do-0.25,

fub / fu,

Vdpb

Vnsb Tdb




5) CHECK END PLATE FOR MOMENT

Taking moment at stiffener plate

Distance between bolt centre to fillet weld of stiffeners plate

= ( 120 - 12 - 2 x 12 )/2

= 42 mm

Tension in each bolt = 301 kN

= 7.58 kN.m

Thk. Of plate, t =4 x 7.58 x 10^6

250 /1.1 x 125 )

= 32.7 mm

Therefore, Provide 40 thick End plate

6) GROSS SHEAR CAPACITY OF PLATE

Gross shear area = ( 530 x 40 ) = 21200

Design shear strength of end plate

= 21200 x 250

3 x 1.25

= 2448 kN > 316 kN Safe

7) DESIGN OF STIFFENER PLATE

Tensile force transferred to flanges = 2 x 301

= 601 kN

For Stiffener,

Consider cantilever distance = 60 mm (Part of the force will directly get transferred to the beam top flange)

B. M. = 601.4 x 10^3 x 60

= 36.1 x 10^6 N.mm

B. M. = 36.1 x 10^6 x 0.6 Conservative Estimate (60%)

21.65 x 10^6 N.mm

thk. of plate = 12 mm & depth = 300 mm (For Depth Refer Input Page)

Section modulus of plate = (12 x 90000 ) / 4 = 270 x 10^3

Shear in the Stiffener = 361 kN

M =

21.65 x 10^6 = 80.2

Z 270 x 10^3 Shear Stress = 100 N/mm2

M + V<

250 = 227.3 SAFE

Z bd 1.1

Check Tension Capacity of the Stiffener :

Tension in the Stiffener = 360.9 KN Conservative Estimate (60%)

Tension Capacity = Ag Fy = 315 KN < 361 KN NOT SAFE

1.1

Increase Plate Thickness

Moment at edge of stiffener plate (60 %Transfer Considering fixity both ends)

mm2

mm3

N/mm2

N/mm2




Check weld between stiffener & End Plate

Tension Force in the Stiffener = 601 x 0.6 = 361 kN

Weld length available = 116 mm

for 12 mm weld , strength of the stiffener = 310 kN

Butt Weld between stiffener & End Plate

Check weld between stiffener & beam flange

Total tension on stiffener = 2 x 265 = 530 kN

Depth of stiffener plate = 300 mm

Consider 60% of Tension force resisted by weld in between stiffener & beam top flange

Total tension in plate = 530 x 0.6 = 318 kN

Force per mm weld length = 318

= 0.53 kN/mm2 x 300

Using 6 mm thk fillet weld

Weld capacity = 0.707 x 6 x 189

= 0.80 kN/mm > 0.53 kN/mm

Provide 6 mm Weld to Stiffener & Flange

SUMMARY

End plate = 40 Thk 546 mm X 240 mm

Bolts = 8 Nos 30 Dia Bolts

Stiffeners = 12 thk stiffeners

Weld = Provide Full penetration butt weld At flanges

8 mm fillet weld to the Web

Provide 6 mm Weld to Stiffener & Flange

Butt Weld between stiffener & End Plate

Name AX D Bf Tf Tw Iz DEUC152X152X23 29.2 152.4 152.2 6.8 5.8 1250 123.6UC152X152X30 38.3 157.6 152.9 9.4 6.5 1748 123.6UC152X152X37 47.1 161.8 154.4 11.5 8 2210 123.6UC203X203X46 58.7 203.2 203.6 11 7.2 4568 160.8UC203X203X52 66.3 206.2 204.3 12.5 7.9 5259 160.8UC203X203X60 76.4 209.6 205.8 14.2 9.4 6125 160.8UC203X203X71 90.4 215.8 206.4 17.3 10 7618 160.8UC254X254X73 93.1 254.1 254.6 14.2 8.6 11410 200.3UC203X203X86 110 222.2 209.1 20.5 12.7 9449 160.8UC254X254X89 113 260.3 256.3 17.3 10.3 14270 200.3UC305X305X97 123 307.9 305.3 15.4 9.9 22250 246.7UC254X254X107 136 266.7 258.8 20.5 12.8 17510 200.3UC305X305X118 150 314.5 307.4 18.7 12 27670 246.7UC356X368X129 164 355.6 368.6 17.5 10.4 40250 290.2UC254X254X132 168 276.3 261.3 25.3 15.3 22530 200.3UC305X305X137 174 320.5 309.2 21.7 13.8 32810 246.7UC356X368X153 195 362 370.5 20.7 12.3 48590 290.2UC305X305X158 201 327.1 311.2 25 15.8 38750 246.7UC254X254X167 213 289.1 265.2 31.7 19.2 30000 200.3UC356X368X177 226 368.2 372.6 23.8 14.4 57120 290.2UC305X305X198 252 339.9 314.5 31.4 19.1 50900 246.7UC356X368X202 257 374.6 374.7 27 16.5 66260 290.2UC356X406X235 299 381 394.8 30.2 18.4 79080 290.2UC305X305X240 306 352.5 318.4 37.7 23 64200 246.7UC305X305X283 360 365.3 322.2 44.1 26.8 78870 246.7UC356X406X287 366 393.6 399 36.5 22.6 99880 290.2UC356X406X340 433 406.4 403 42.9 26.6 122500 290.2UC356X406X393 501 419 407 49.2 30.6 146600 290.2UC356X406X467 595 436.6 412.2 58 35.8 183000 290.2UC356X406X551 702 455.6 418.5 67.5 42.1 226900 290.2UC356X406X634 808 474.6 424 77 47.6 274800 290.2

Name AX D Bf Tf Tw Iz DEUB127X76X13 16.5 127 76 7.6 4 473 96.6UB152X89X16 20.3 152.4 88.7 7.7 4.5 834 121.8UB178X102X19 24.3 177.8 101.2 7.9 4.8 1356 146.8UB254X102X22 28 254 101.6 6.8 5.7 2841 225.2UB203X102X23 29.4 203.2 101.8 9.3 5.4 2105 169.4UB305X102X25 31.6 305.1 101.6 7 5.8 4455 275.9UB203X133X25 32 203.2 133.2 7.8 5.7 2340 172.4UB254X102X25 32 257.2 101.9 8.4 6 3415 225.2UB305X102X28 35.9 308.7 101.8 8.8 6 5366 275.9UB254X102X28 36.1 260.4 102.2 10 6.3 4005 225.2UB203X133X30 38.2 206.8 133.9 9.6 6.4 2896 172.4UB254X146X31 39.7 251.4 146.1 8.6 6 4413 219UB305X102X33 41.8 312.7 102.4 10.8 6.6 6501 275.9UB356X127X33 42.1 349 125.4 8.5 6 8249 311.6UB254X146X37 47.2 256 146.4 10.9 6.3 5537 219UB305X127X37 47.2 304.4 123.4 10.7 7.1 7171 265.2UB406X140X39 49.7 398 141.8 8.6 6.4 12510 360.4UB356X127X39 49.8 353.4 126 10.7 6.6 10170 311.6UB305X165X40 51.3 303.4 165 10.2 6 8503 265.2UB305X127X42 53.4 307.2 124.3 12.1 8 8196 265.2UB254X146X43 54.8 259.6 147.3 12.7 7.2 6544 219

UB356X171X45 57.3 351.4 171.1 9.7 7 12070 311.6UB406X140X46 58.6 403.2 142.2 11.2 6.8 15690 360.4UB305X165X46 58.7 306.6 165.7 11.8 6.7 9899 265.2UB305X127X48 61.2 311 125.3 14 9 9575 265.2UB356X171X51 64.9 355 171.5 11.5 7.4 14140 311.6UB457X152X52 66.6 449.8 152.4 10.9 7.6 21370 407.6UB305X165X54 68.8 310.4 166.9 13.7 7.9 11700 265.2UB406X178X54 69 402.6 177.7 10.9 7.7 18720 360.4UB356X171X57 72.6 358 172.2 13 8.1 16040 311.6UB457X152X60 76.2 454.6 152.9 13.3 8.1 25500 407.6UB406X178X60 76.5 406.4 177.9 12.8 7.9 21600 360.4UB356X171X67 85.5 363.4 173.2 15.7 9.1 19460 311.6UB406X178X67 85.5 409.4 178.8 14.3 8.8 24330 360.4UB457X191X67 85.5 453.4 189.9 12.7 8.5 29380 407.6UB457X152X67 85.6 458 153.8 15 9 28930 407.6UB406X178X74 94.5 412.8 179.5 16 9.5 27310 360.4UB457X152X74 94.5 462 154.4 17 9.6 32670 407.6UB457X191X74 94.6 457 190.4 14.5 9 33320 407.6UB457X191X82 104 460 191.3 16 9.9 37050 407.6UB457X152X82 105 465.8 155.3 18.9 10.5 36590 407.6UB533X210X82 105 528.3 208.8 13.2 9.6 47540 476.5UB457X191X89 114 463.4 191.9 17.7 10.5 41020 407.6UB533X210X92 117 533.1 209.3 15.6 10.1 55230 476.5UB457X191X98 125 467.2 192.8 19.6 11.4 45730 407.6UB533X210X101 129 536.7 210 17.4 10.8 61520 476.5UB610X229X101 129 602.6 227.6 14.8 10.5 75780 547.6UB533X210X109 139 539.5 210.8 18.8 11.6 66820 476.5UB610X229X113 144 607.6 228.2 17.3 11.1 87320 547.6UB533X210X122 155 544.5 211.9 21.3 12.7 76040 476.5UB610X229X125 159 612.2 229 19.6 11.9 98610 547.6UB686X254X125 159 677.9 253 16.2 11.7 118000 615.1UB762X267X134 171 750 264.4 15.5 12 150700 686UB610X229X140 178 617.2 230.2 22.1 13.1 111800 547.6UB686X254X140 178 683.5 253.7 19 12.4 136300 615.1UB762X267X147 187 754 265.2 17.5 12.8 168500 686UB610X305X149 190 612.4 304.8 19.7 11.8 125900 540UB686X254X152 194 687.5 254.5 21 13.2 150400 615.1UB686X254X170 217 692.9 255.8 23.7 14.5 170300 615.1UB762X267X173 220 762.2 266.7 21.6 14.3 205300 686UB838X292X176 224 834.9 291.7 18.8 14 246000 761.7UB610X305X179 228 620.2 307.1 23.6 14.1 153000 540UB838X292X194 247 840.7 292.4 21.7 14.7 279200 761.7UB762X267X197 251 769.8 268 25.4 15.6 240000 686UB914X305X201 256 903 303.3 20.2 15.1 325300 824.4UB1016X305X222 283 970.3 300 21.1 16 408000 868.1UBM16X305X222 283 970.3 300 21.1 16 408000 868.1UB914X305X224 286 910.4 304.1 23.9 15.9 376400 824.4UB838X292X226 289 850.9 293.8 26.8 16.1 339700 761.7UB610X305X238 303 635.8 311.4 31.4 18.4 209500 540UB1016X305X249 317 980.2 300 26 16.5 481300 868.2UBM16X305X249 317 980.2 300 26 16.5 481300 868.2UB914X305X253 323 918.4 305.5 27.9 17.3 436300 824.4UB1016X305X272 347 990.1 300 31 16.5 554000 868.1UBM16X305X272 347 990.1 300 31 16.5 554000 868.1

UB914X305X289 368 926.6 307.7 32 19.5 504200 824.4UB1016X305X314 400 1000 300 35.9 19.1 644200 868.2UBM16X305X314 400 1000 300 35.9 19.1 644200 868.2UB914X419X343 437 911.8 418.5 32 19.4 625800 799.6UB1016X305X349 445 1008.1 302 40 21.1 723100 868.1UBM16X305X349 445 1008.1 302 40 21.1 723100 868.1UB914X419X388 494 921 420.5 36.6 21.4 719600 799.6UB1016X305X393 500 1016 303 43.9 24.4 807700 868.2UBM16X305X393 500 1016 303 43.9 24.4 807700 868.2UB1016X305X437 557 1025.9 305.4 49 26.9 909900 867.9UBM16X305X437 557 1025.9 305.4 49 26.9 909900 867.9UB1016X305X487 620 1036.1 308.5 54.1 30 1021400 867.9UBM16X305X487 620 1036.1 308.5 54.1 30 1021400 867.9

Name AX D Bf Tf Tw IzISLB75 7.7 75 50 5 3.7 73ISJB150 9 150 50 4.6 3 322ISLB100 10.2 100 50 6.4 4 168ISJB175 10.3 175 50 4.8 3.2 479ISJB200 12.6 200 60 5 3.4 781ISMB100 14.6 100 75 7.2 4 258ISLB125 15.1 125 75 6.5 4.4 407ISJB225 16.3 225 80 5 3.7 1309ISMB125 16.6 125 75 7.6 4.4 449ISLB150 18.1 150 80 6.8 4.8 688ISMB150 19 150 80 7.6 4.8 726ISLB175 21.3 175 90 6.9 5.1 1096ISWB150 21.7 150 100 7 5.4 839ISMB175 24.6 175 90 8.6 5.5 1272ISLB200 25.3 200 100 7.3 5.4 1697ISWB175 28.1 175 125 7.4 5.8 1509ISLB225 29.9 225 100 8.6 5.8 2502ISMB200 32.3 200 100 10.8 5.7 2235ISHB150 34.5 150 150 9 5.4 1456ISLB250 35.5 250 125 8.2 6.1 3718ISWB200 36.7 200 140 9 6.1 2625ISHB150A 39 150 150 9 8.4 1540ISMB225 39.7 225 110 11.8 6.5 3442ISLB275 42 275 140 8.8 6.4 5375ISWB225 43.2 225 150 9.9 6.4 3921ISHB150B 44.1 150 150 9 11.8 1636ISHB200 47.5 200 200 9 6.1 3608ISMB250 47.5 250 125 12.5 6.9 5132ISLB300 48.1 300 150 9.4 6.7 7333ISHB200A 50.9 200 200 9 7.8 3722ISWB250 52 250 200 9 6.7 5943ISLB325 54.9 325 165 9.8 7 9875ISHB225 54.9 225 225 9.1 6.5 5280ISMB300 56.3 300 140 12.4 7.5 8604ISHB225A 59.7 225 225 9.1 8.6 5479ISWB300 61.3 300 200 10 7.4 9822ISLB350 63 350 165 11.4 7.4 13158ISHB250 65 250 250 9.7 6.9 7737ISMB350 66.7 350 140 14.2 8.1 13630ISHB250A 69.7 250 250 9.7 8.8 7984

ISLB400 72.4 400 165 12.5 8 19306ISWB350 72.5 350 200 11.4 8 15522ISHB300 74.8 300 250 10.6 7.6 12545ISMB400 78.5 400 140 16 8.9 20458ISHB300A 80.3 300 250 10.6 9.4 12950ISLB450 83.1 450 170 13.4 8.6 27536ISWB400 85 400 200 13 8.6 23427ISHB350 85.9 350 250 11.6 8.3 19160ISHB350A 92.2 350 250 11.6 10.1 19803ISMB450 92.3 450 150 17.4 9.4 30391ISLB500 95.5 500 180 14.1 9.2 38579ISHB400 98.7 400 250 12.7 9.1 28084ISWB450 101.2 450 200 15.4 9.2 35058ISHB400A 104.7 400 250 12.7 10.6 28824ISLB550 110 550 190 15 9.9 53162ISMB500 110.7 500 180 17.2 10.2 45218ISHB450 111.1 450 250 13.7 9.8 39211ISHB450A 117.9 450 250 13.7 11.3 40350ISWB500 121.2 500 250 14.7 9.9 52291ISLB600 126.7 600 210 15.5 10.5 72868ISMB550 132.1 550 190 19.3 11.2 64894ISWB550 143.3 550 250 17.6 10.5 74906ISMB600 156.2 600 210 20.8 12 91813ISWB600 170.4 600 250 21.3 11.2 106199ISWB600A 184.9 600 250 23.6 11.8 115627

CM2 MM MM MM MM CM^4 MMNAME AX D Bf Tf Tw IZ H

IPE80 7.643 80 46 5.2 3.8 80 59.6IPE100 10.32 100 55 5.7 4.1 171 74.6IPE120 13.21 120 64 6.3 4.4 318 93.4IPE140 16.43 140 73 6.9 4.7 541 112.2IPE160 20.09 160 82 7.4 5 869 127.2

IPE180 23.95 180 91 8 5.3 1317 146IPE200 28.48 200 100 8.5 5.6 1943 159IPE220 33.37 220 110 9.2 5.9 2772 177.6IPE240 39.12 240 120 9.8 6.2 3892 190.4IPE270 45.95 270 135 10.2 6.6 5790 219.6IPE300 53.81 300 150 10.7 7.1 8356 248.6IPE330 62.61 330 160 11.5 7.5 11770 271IPE360 72.73 360 170 12.7 8 16270 298.6IPE400 84.46 400 180 13.5 8.6 23130 331IPE450 98.82 450 190 14.6 9.4 33740 378.8IPE500 115.5 500 200 16 10.2 48200 426IPE550 134.4 550 210 17.2 11.1 67120 467.6IPE600 156 600 220 19 12 92080 514

NAME AX D Bf Tf Tw IZ MMCM2 MM MM MM MM CM^4 H

HEA100 21.2 96 100 8 5 349 56HE120A 25.3 114 120 8 5 606 74HE100B 26 100 100 10 6 450 56HE140A 31.4 133 140 8.5 5.5 1033 92HE120B 34 120 120 11 6.5 864 74HE160A 38.8 152 160 9 6 1673 104HE140B 43 140 140 12 7 1509 92HE180A 45.3 171 180 9.5 6 2510 122HE100M 53.2 120 106 20 12 1143 56HE200A 53.8 190 200 10 6.5 3692 134HE160B 54.3 160 160 13 8 2492 104HE220A 64.3 210 220 11 7 5410 152HE180B 65.3 180 180 14 8.5 3831 122HE120M 66.4 140 126 21 12.5 2018 74HE240A 76.8 230 240 12 7.5 7763 164HE200B 78.1 200 200 15 9 5696 134HE140M 80.6 160 146 22 13 3291 92HE260A 86.8 250 260 12.5 7.5 10450 177HE220B 91 220 220 16 9.5 8091 140HE160M 97.1 180 166 23 14 5098 104HE280A 97.3 270 280 13 8 13670 196HE240B 106 240 240 17 10 11260 164HE180M 113 200 186 24 14.5 7483 122HEA300 112.5 290 300 14 8.5 18260 208HE260B 118 260 260 17.5 10 14920 177HE320A 124 310 300 15.5 9 22930 225HE200M 131 220 206 25 15 10640 134HE280B 131 280 280 18 10.5 19270 196HE340A 133 330 300 16.5 9.5 27690 243HE360A 143 350 300 17.5 10 33090 261HE220M 149 240 226 26 15.5 14600 152HE300B 149 300 300 19 11 25170 208HE400A 159 390 300 19 11 45070 298HE320B 161 320 300 20.5 11.5 30820 225HE340B 171 340 300 21.5 12 36660 243HE450A 178 440 300 21 11.5 63720 344HE360B 181 360 300 22.5 12.5 43190 261

HE400B 198 400 300 24 13.5 57680 298HE500A 198 490 300 23 12 86970 390HE240M 200 270 248 32 18 24290 164HE550A 212 540 300 24 12.5 111900 438HE450B 218 450 300 26 14 79890 344HE260M 220 290 268 32.5 18 31310 177HE600A 226 590 300 25 13 141200 486HE500B 239 500 300 28 14.5 107200 390HE280M 240 310 288 33 18.5 39550 196HE650A 242 640 300 26 13.5 175200 534HE550B 254 550 300 29 15 136700 438HE700A 260 690 300 27 14.5 215300 582HE600B 270 600 300 30 15.5 171000 486HE650B 286 650 300 31 16 210600 534HE800A 286 790 300 28 15 303400 674HE300M 303 340 310 39 21 59200 208HE700B 306 700 300 32 17 256900 582HE320M 312 359 309 40 21 68130 225HE340M 316 377 309 40 21 76370 243HE360M 319 395 308 40 21 84870 261HE900A 321 890 300 30 16 422100 770HE400M 326 432 307 40 21 104100 298HE800B 334 800 300 33 17.5 359100 674HE450M 335 478 307 40 21 131500 344HE500M 344 524 306 40 21 161900 390HE1000A 347 990 300 31 16.5 553800 874HE550M 354 572 306 40 21 198000 438HE600M 364 620 305 40 21 237400 486HE900B 371 900 300 35 18.5 494100 770HE650M 374 668 305 40 21 281700 534HE700M 383 716 304 40 21 329300 582HE1000B 400 1000 300 36 19 644700 868HE800M 404 814 303 40 21 442600 674HE900M 424 910 302 40 21 570400 770

HE1000M 444 1008 302 40 21 722300 868

NAME AX D Bf Tf Tw IZCM2 MM MM MM MM CM^4

UPE80 10.07 80 50 7 4 106 46UPE100 12.5 100 55 7.5 4.5 206 65UPE120 15.42 120 60 8 5 364 80UPE140 18.42 140 65 9 5 605 98UPE160 21.67 160 70 9.5 5.5 925 117UPE180 25.11 180 75 10.5 5.5 1350 135UPE200 29.01 200 80 11 6 1910 152UPE220 37.4 220 80 12.5 9 2690 195UPE240 42.3 240 85 13 9.5 3600 214UPE260 48.3 260 90 14 10 4820 232UPE280 53.3 280 95 15 10 6280 250UPE300 58.8 300 100 16 10 8030 268UPE320 75.8 320 100 17.5 14 10870 285UPE350 77.3 350 100 16 14 12840 318UPE380 80.4 380 102 16 13.5 15760 348

UPE400 91.5 400 110 18 14 20350 364

NAME AXCM2

L100x100x8

2L100x100x8

ST100x100x8

UB838x292x176+325x 328.02 866.9 325 34.8 14 4343000UB610X229X125+260 221.74 636.2 260 31.6 11.9 159400BU450x350x16x10 153.8 450 350 16 10 58800MB450+170x12PL 133.1 474 170 29.4 9.4 52200BU1800x500x50x25 925 1800 500 50 25 4.85E+06BU600x350x36x22 368.16 600 350 36 22 227700BU600x400x45x28 502.8 600 400 45 28 308800BU800X450X63X45 870.3 800 450 63 45 886600BU800x475x75x56 1076.5 800 475 75 56 1068000BU450x350x16x10 153.8 450 350 16 10 58800

Ct Iy Zx Zy NBf1.39 400 182 80 1521.41 560 248 112 1521.53 706 309 140 1521.69 1548 497 231 2031.75 1778 567 264 2031.89 2065 656 305 2031.95 2537 799 374 2032.05 3908 992 465 254

2.2 3127 977 456 2032.21 4857 1224 575 254

2.5 7308 1592 726 3052.45 5928 1484 697 2542.69 9059 1958 895 3052.69 14610 2479 1199 368

2.7 7531 1869 878 2542.86 10700 2297 1053 3052.88 17550 2965 1435 3683.04 12570 2680 1230 3053.07 9870 2424 1137 2543.09 20530 3455 1671 3683.38 16300 3440 1581 3053.29 23690 3972 1920 368

3.4 30990 4687 2383 4063.74 20310 4247 1951 3054.11 24630 5105 2342 3053.79 38680 5812 2949 4064.16 46850 6999 3544 4064.53 55370 8222 4154 4065.02 67830 10000 5034 4065.58 82670 12080 6058 406

6.1 98130 14240 7108 406Ct Iy Zx Zy NBf

1.3 56 84 23 761.6 90 123 31 891.8 137 171 42 1023.5 119 259 37 1022.2 164 234 50 1024.4 123 342 39 1022.1 308 258 71 1333.3 149 306 46 1024.2 155 403 49 1023.2 179 353 55 1022.1 385 314 88 1332.7 448 393 94 1464.1 194 481 60 1024.6 280 543 70 1272.6 571 483 119 1463.8 336 539 85 1275.3 410 724 91 1404.4 358 659 89 127

3 764 623 142 1653.9 389 614 98 1272.6 677 566 141 146

4.1 811 775 147 1715 538 888 118 140

3.1 896 720 166 1653.9 461 711 116 1273.9 968 896 174 171

6 645 1096 133 1523.2 1063 846 196 1654.8 1021 1055 178 178

4 1108 1010 199 1715.8 795 1287 163 1524.6 1203 1199 209 178

4 1362 1211 243 1714.7 1365 1346 237 1785.5 1452 1471 237 1915.9 913 1453 187 1524.8 1545 1501 267 1785.9 1047 1627 213 1525.4 1671 1653 272 1915.5 1871 1831 304 191

6 1185 1811 240 1526.8 2007 2059 300 2105.5 2089 2014 338 1916.6 2389 2360 356 2105.5 2347 2232 379 1916.5 2692 2612 399 2107.8 2915 2881 400 2296.6 2943 2828 436 2107.6 3434 3281 469 2296.7 3388 3196 500 2107.5 3932 3676 535 2298.9 4383 3994 542 254

10.3 4788 4644 570 2677.6 4505 4142 611 2298.6 5183 4558 638 254

10.2 5455 5156 647 2676.5 9308 4594 937 3058.6 5784 5000 710 2548.7 6630 5631 811 25410 6850 6198 807 267

11.4 7799 6808 842 2926.7 11410 5547 1144 305

11.1 9066 7640 974 2929.9 8175 7167 959 267

12.5 9423 8351 982 30513.8 9546 9807 1020 30513.8 9546 9807 1020 30512.1 11240 9535 1163 30510.8 11360 9155 1212 292

7.1 15840 7486 1574 30513.2 11750 11350 1245 30513.2 11750 11350 1245 305

12 13300 10940 1371 30512.5 14000 12830 1470 30512.5 14000 12830 1470 305

12.2 15600 12570 1601 30512.9 16230 14850 1713 30512.9 16230 14850 1713 30510.2 39160 15480 2890 41913.1 18460 16590 1941 30513.1 18460 16590 1941 30510.3 45440 17670 3341 41913.8 20500 18540 2168 30513.8 20500 18540 2168 305

14 23450 20760 2469 30514 23450 20760 2469 305

14.4 26720 23200 2800 30514.4 26720 23200 2800 305

Ct Iy Zx Zy Ix0.9 10 21 6 0.62.1 9 48 6 0.51.3 13 38 8 1.12.7 10 63 6 0.62.9 17 89 10 0.81.1 41 57 21 2.11.6 43 72 19 1.83.3 41 131 17 1.11.5 44 80 22 2.6

2 55 100 23 2.31.8 53 108 25 32.3 80 138 29 2.81.7 95 125 36 3.12.2 85 163 36 4.92.6 115 187 38 3.71.9 189 192 59 4.62.9 113 249 45 5.92.3 150 250 55 101.3 432 214 102 8.43.2 193 331 66 6.72.1 329 291 90 8.61.7 460 227 104 10.42.7 218 343 74 14.63.5 287 434 89 92.4 449 387 113 12.1

2 495 242 106 15.21.7 967 394 182 11.62.9 335 458 100 19.73.7 376 542 109 11.7

2 995 408 183 13.22.4 858 524 183 12.63.9 511 673 137 14.51.9 1354 512 233 13.83.6 454 641 125 22.72.3 1397 534 234 16.53.2 990 725 204 184.2 632 835 160 21.72.1 1961 674 306 18.64.4 538 877 144 342.5 2012 700 308 21.5

5.1 716 1080 176 29.23.9 1176 986 233 26.62.8 2194 915 335 25.15.2 622 1161 164 49.23.2 2247 950 337 28.95.9 853 1380 201 384.6 1388 1307 267 393.5 2451 1203 368 33.83.9 2511 1251 371 39.15.9 834 1534 205 67.36.7 1064 1745 238 48.14.3 2728 1549 405 45.75.3 1707 1743 317 62.54.7 2783 1602 407 51.47.5 1335 2194 283 62.56.5 1370 2048 291 81.35.1 2985 1932 438 58.95.5 3045 1999 442 66.35.8 2988 2332 471 71.58.3 1822 2752 357 77.77.2 1834 2678 364 120.66.3 3741 3038 564 116.17.8 2651 3465 479 165.96.8 4703 3952 683 196.36.7 5298 4302 757 261.6

MEMBER PG DEPTHmm

CM CM^4 CM^3 CM^3 MM CM^4Ct IY ZY ZZ ROOT IX

1 9 23 6 5 0.7 1.1 31.2 16 39 9 7 1.2 1.2 41.4 28 61 14 7 1.7 1.5 51.6 45 88 19 7 2.5 1.7 61.8 68 124 26 9 3.6 1.8 7

2.1 101 166 35 9 4.8 2.1 72.3 142 221 45 12 7 2.2 82.5 205 285 58 12 9.1 2.5 92.6 284 367 74 15 12.9 2.7 103 420 484 97 15 15.9 3 11

3.3 604 628 125 15 20.1 3.4 123.6 788 804 154 18 28.1 3.5 144 1043 1019 191 18 37.3 3.8 15

4.5 1318 1307 229 21 51.1 4 175.3 1676 1702 276 21 66.9 4.1 186 2142 2194 336 21 89.3 4.3 20

6.8 2668 2787 401 24 123 4.5 227.5 3387 3512 486 24 165 4.7 24

Ct IY ZX ZY MM IXCM CM^4 CM^3 CM^3 ROOT CM^4

0.9 134 83 41 12 5.2 2.5 41 231 119 59 12 6 3 51 167 104 51 12 9.3 2.5 4

1.1 389 173 85 12 8.1 3.5 61.1 318 165 81 12 13.8 3.1 51.3 616 245 118 15 12.2 4 71.3 550 245 120 12 20.1 3.6 61.4 925 325 156 15 14.8 4.5 71.6 399 236 116 12 68.2 2.7 51.5 1336 429 204 18 21 5 81.5 889 354 170 15 31.2 4 71.7 1955 568 271 18 28.5 5.5 91.6 1363 481 231 15 42.2 4.6 81.7 703 351 172 12 91.7 3.3 61.8 2769 745 352 21 41.6 6 101.8 2003 643 306 18 59.3 5.1 91.9 1144 494 241 12 120 3.8 61.9 3668 920 430 24 52.4 6.5 111.9 2843 827 394 24 76.6 5.6 92.1 1759 675 325 15 162 4.3 72.1 4763 1112 518 24 62.1 7 122.1 3923 1053 498 21 103 6.1 102.2 2580 883 425 15 203 4.8 82.2 6310 1383 641 27 85.2 7.5 132.2 5135 1283 602 24 124 6.6 112.4 6985 1628 710 27 108 7.5 142.4 3651 1135 543 18 259 5.3 92.3 6595 1534 718 24 144 7.1 122.6 7436 1850 756 27 127 7.5 142.9 7887 2088 802 27 149 7.4 152.5 5012 1419 679 18 315 5.8 102.5 8563 1869 870 27 185 7.6 133.4 8564 2562 873 27 189 7.3 172.7 9239 2149 939 27 225 7.6 142.9 9690 2408 986 27 257 7.5 153.9 9465 3216 966 27 244 7.3 193.2 10140 2683 1032 27 292 7.5 15

3.7 10820 3232 1104 27 356 7.4 174.5 10370 3949 1059 27 309 7.2 212.9 8153 2117 1006 21 628 6.4 115.2 10820 4622 1107 27 352 7.1 234.2 11720 3982 1198 27 440 7.3 193 10450 2524 1192 24 719 6.9 12

5.9 11270 5350 1156 27 398 7.1 254.8 12620 4815 1292 27 538 7.3 213.2 13160 2966 1397 24 807 7.4 136.6 11720 6136 1205 27 448 7 275.5 13080 5591 1341 27 600 7.2 237.5 12180 7032 1257 27 514 6.8 296.2 13530 6425 1391 27 667 7.1 256.9 13980 7320 1441 27 739 7 279.1 12640 8699 1312 30 597 6.6 333.6 19400 4078 1913 27 1408 8 147.8 14440 8327 1495 27 831 6.9 293.7 19710 4435 1951 27 1501 7.9 153.9 19710 4718 1953 27 1506 7.9 164.1 19520 4989 1942 27 1507 7.8 16

10.8 13550 10810 1414 30 737 6.5 364.5 19340 5571 1934 27 1515 7.7 189.4 14900 10230 1553 30 946 6.7 335 19340 6331 1939 27 1529 7.6 20

5.6 19150 7094 1932 27 1539 7.5 2212.5 14000 12820 1470 27 822 6.4 406.2 19160 7933 1937 27 1554 7.4 246.9 18980 8772 1930 27 1564 7.2 26

11.1 15820 12580 1658 30 1137 6.5 367.6 18980 9657 1936 27 1579 7.1 278.3 18800 10540 1929 27 1589 7 29

12.9 16280 14860 1716 30 1254 6.4 409.8 18630 12490 1930 30 1646 6.8 33

11.4 18450 14440 1929 30 1671 6.6 3713.1 18460 16570 1940 30 1701 6.4 40

Ct IY ZX ZY IXCM CM^4 CM^3 CM^3 CM^4

1.5 2.1 32.1 9.8 10 19.4 0.5 31.5 2.8 49.2 13.8 10 29.3 0.5 41.6 4 73.2 19.9 12 43.2 0.5 51.8 5.6 103.2 26.2 12 62.7 0.6 61.8 7.3 138.3 34 12 85.3 0.6 71.9 9.3 180.1 43 12 114 0.6 72 11.8 229.2 53.4 13 148 0.6 8

2.1 15.9 293.1 66.4 197 0.7 82.2 19.5 359.6 79.9 248 0.7 92.4 25.4 444.5 96.6 317 0.7 102.5 31.2 533.9 113.2 399 0.8 112.7 38 634 131.3 495 0.8 122.6 64.8 813.7 160.3 597 0.9 122.4 59.2 888.3 160.1 570 0.9 132.4 59.2 1002.8 170.4 615 0.9 14

2.7 79.8 1220.1 213.9 846 0.9 15

17000 11233 16847400 5624 941

11400 2876 9901800 2476 359

1.04E+05 61812 651625800 8640 226948100 1995696200 26005 6720

134900 31743 897111400 2876 990

PGx

BF TF TW C/AREA WEIGHT/Mmm mm mm Kg/m

0.000.000.000.000.000.000.000.000.000.000.000.000.000.00

CM^3 CM^3 gage gage gageWY WZ min max germany

mm mm20 3.69

34.2 5.7953 8.65

77.3 12.3109 16.7

cm²

146 22.2 48 48194 28.5 54 58 67252 37.3 60 62 67324 47.3 66 68 73429 62.2 72 72 82557 60.5 72 86 88713 98.5 78 96 95

1904 123 88 88 1071160 146 96 98 1141500 176 100 102 1211930 214 102 112 1222440 254 110 122 1293070 308 116 118 130

ELASTIC MODULLUSCM^3 CM^3WY WZ72.8 26.8 54 58106 3.02 58 6889.9 33.5 56 58155 55.6 64 76144 52.9 60 68220 76.9 78 84216 78.5 66 76294 103 86 92190 75.3 62 64389 134 98 100311 111 80 84515 178 98 118426 151 88 92288 112 66 74675 231 104 138570 200 100 100411 157 72 82836 282 110 158736 258 100 118566 212 86 90

1010 340 112 178938 327 108 138748 277 94 98

1260 421 118 198 1331150 395 114 1581480 466 118 198967 354 106 106

1380 471 114 1781680 496 118 1981890 526 120 1981220 444 108 1241680 571 120 1982310 571 120 1981930 616 122 1982160 646 122 1982900 631 122 1982400 676 122 198

2880 721 124 1983550 691 122 1981800 657 116 1464150 721 122 1983550 781 124 1982160 780 122 1664790 751 122 1984290 842 124 1982550 914 122 1865470 782 124 1984970 872 124 1986240 812 124 1985700 902 126 1986480 932 126 1987680 843 130 1983480 1250 132 2087340 963 126 1983800 1280 132 2044050 1280 132 2044300 1270 132 2049480 903 132 1984820 1260 132 2028980 994 134 1985500 1260 132 2026180 1250 132 202

11190 934 132 1986920 1250 132 2027660 1240 132 200

10980 1050 134 1988430 1240 132 2009200 1240 132 200

12890 1090 134 19810870 1230 138 19812540 1220 138 19814330 1220 138 198

Moment Connection Beam Column IS & BS SECTION FOR IS800.XLS

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Transcript of Moment Connection Beam Column IS & BS SECTION FOR IS800.XLS