PROJECT: 1200 Stewart PROJECT NO.: 81185203 SUBJECT ...

PROJECT: 1200 Stewart PROJECT NO.: 81185203

SUBJECT: Shoring Calculations BY: F. Madrona/R. Luark DATE: 12/20/18

REVIEWED BY: R. Luark/F. Madrona DATE: 12/20/18

Attached are the calculations for the shoring wall for the 1200 Stewart Project located at 1200 Stewart Street, Seattle, Washington. Shoring walls consist of soldier piles with up to seven rows of tiebacks. The shoring was previously design by Degenkolb as design built with the shoring contractor. All but four of the soldier piles are currently installed and a portion of the top row of tiebacks. Terracon has assumed the role of engineer of record for completion of the shoring under contract to Malcolm Drilling, the shoring contractor who will complete the construction of the shoring walls. The internal bracing, which the top row is installed, will remain unchanged. Terracon independently checked the bracing design and take no exception. Two corner braces were added where tiebacks where lower to avoid utility conflicts, which over stressed two of the soldier pile. In addition, the existing waler design by Degenkolb to support the large utility vault on the south east wall was redesigned as steel strapping for constructability purpose. In addition, lower of the tiebacks also a group of soldier piles along the south east shoring wall which required adding steel to the face of the pile to provide an adequate beam section. All soldier piles use wood lagging. The following calculations are attached:

• SOLDIER PILES

• CORNER BRACING

• VAULT STRAPPING

• COMPOSITE BEAMS DESIGN (STEEL ADDED TO PILE FACE TO INCREASE THE SECTION MODULUS OF INSTALLED BEAMS)

1200 Stewart 1 80 81185203 12/20/2018 F. Madrona R. Luark

OBJECTIVE Design soldier pile sections and tiebacks for the north, northeast, northwest, southwest, and southeast shoring walls GIVENS

• Lateral Earth Pressures o “Geotechnical Engineering Services, Seattle, Washington for Project Stewart, LLC.” Dated

October 24, 2016 by Geoengineers.

• Materials: 50 ksi yield strength of steel.

• For multiple rows of tiebacks, the apparent EP is 22H psf truncated at top and bottom 0.2H.

• Allowable passive pressure is 400 psf x D disregarding the upper 2 feet, acting over 2.5 x the pile diameter.

• Allowable vertical resistance: 40ksf end bearing, 1.5 ksf skin friction for embedment portion of the soldier piles.

• Minimum solder pile embedment of 10 feet per the recommendations in the geotechnical report.

ASSUMPTIONS

• On the order of about 1-inch or less of deflection at the top of the pile.

• Maximum 2 foot of over excavation to install each tieback to downstage/upstage.

• Traffic surcharge of 60 psf uniform lateral pressure, acting to a depth of 15 feet per recommendations of the geotechnical report, were applied on the southeast wall at the vault location.

• Construction surcharge of 120 psf uniform lateral pressure, acting to a depth of 15 feet per recommendations of the geotechnical report, was applied at all walls, but southeast at the location of the vault.

• Allowable tieback bond of 4 kips/ft to 6 kips/ft. Secondary pressure grouting of the tieback bond zone will be required to achieve the design tieback bond. Bond stress will need to be verified in the field with 200% verification test.

ANALYSIS Analysis performed using Shoring Suite V8 by CivilTech Software. Output is attached. For a 2-foot diameter drilled shaft, in a 50 feet high wall and a minimum embedment of 10 feet, the vertical resistance is: (1.0 ft)2 * π * 40 ksf + 10 ft * 2 ft * π * 1.5 ksf + 50 ft * π * 1.0 * 1.5 ksf = 455 kips Per the geotechnical report, 4-inch lagging is sufficient for all soldier pile sections, which as spaced less than 9 feet on center.


RESULTS North Wall: The maximum downward force occurs at piles N-40 to N-43, in a 7-tieback configuration system. The maximum downward force is 250.2 kips which is less than the geotechnical capacity of 455 kips for a 50 feet wall piles with 10 feet embedment. Northeast Wall: The maximum downward force occurs at piles NE-6 to NE-8, in a 6-tieback configuration system. The maximum downward force is 444.8 kips which is less than the geotechnical capacity of 455 kips for a 50 feet wall piles with 10 feet embedment. Southeast Wall: The maximum downward force occurs at piles SE-14A to SE-14B, in a 5-tieback configuration system. The maximum downward force is 183.2 kips which is less than the geotechnical capacity of 455 kips for a 50 feet wall piles with 10 feet embedment. Southwest Wall: The maximum downward force occurs at piles SW-12 in a 5-tieback configuration system. The maximum downward force is 285.5 kips which is less than the geotechnical capacity of 455 kips for a 50 feet wall piles with 10 feet embedment. Northwest Wall: The maximum downward force occurs is 64.6 kips which is less than the geotechnical capacity of 455 kips for a 50 feet wall piles with 10 feet embedment. The soldier pile analysis outputs are attached.


1200 Stewart62 foot deep N1 & N2, 5' OC

<ShoringSuite> CIVILTECH SOFTWARE USA www.civ iltech.com

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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Denny Way (N)\62 feet N1 to N2.sh8

Wall Height=62.0 Pile Diameter=2.0 Pile Spacing=5.0 Wall Type: 2. Soldier Pile, Drilled

PILE LENGTH: Min. Embedment=0.80 (5~10ft is recommended!!!) Min. Pile Length=62.80

MOMENT IN PILE: Max. Moment=98.24 per Pile Spacing=5.0 at Depth=38.91

PILE SELECTION:

Request Min. Section Modulus = 35.7 in3/pile=585.38 cm3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66

W16X77 has Section Modulus = 134.0 in3/pile=2195.86 cm3/pile. It is greater than Min. Requirements!

Top Deflection = 0.00(in) based on E (ksi)=29000.00 and I (in4)/pile=1110.0

BRACE FORCE: Strut, Tieback, Plate Anchor, Deadman, Sheet Pile as Anchor

No. & Type Depth Angle Space Total F. Horiz. F. Vert. F. L_free Fixed Length

1. Tieback 4.5 0.0 5.0 32.6 32.6 0.0 45.6 8.1

2. Tieback 14.0 0.0 5.0 61.9 61.9 0.0 40.1 15.5

3. Tieback 23.5 0.0 5.0 64.8 64.8 0.0 34.6 16.2

4. Tieback 33.0 15.0 5.0 75.9 73.3 19.6 26.1 18.9

5. Tieback 45.0 15.0 5.0 78.9 76.2 20.4 19.9 19.7

6. Tieback 56.0 15.0 5.0 36.5 35.3 9.4 14.2 9.1

UNITS: Width,Diameter,Spacing,Length,Depth,and Height - ft; Force - kip; Bond Strength and Pressure - ksf

DRIVING PRESSURES (ACTIVE, WATER, & SURCHARGE):

Z1 P1 Z2 P2 Slope

0 0 12.4 1.364 0.110000

12.4 1.364 49.6 1.364 0.000000

49.6 1.364 62 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

62 .8 100 15.20 .4


ACTIVE SPACING:No. Z depth Spacing

1 0.00 5.00

2 62.00 2.00

PASSIVE SPACING:

No. Z depth Spacing1 62.00 4.00

UNITS: Width,Spacing,Diameter,Length,and Depth - ft; Force - kip; Moment - kip-ft

Friction,Bearing,and Pressure - ksf; Pres. Slope - kip/ft3; Deflection - in


1200 Stewart67 foot deep N3A & N3B, 7' OC


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Denny Way (N)\67 feet N3A to N3B.sh8




PILE SELECTION:






1. Tieback 4.5 0.0 7.0 45.7 45.7 0.0 49.5 11.4

2. Tieback 14.0 0.0 7.0 91.2 91.2 0.0 44.0 22.8

3. Tieback 23.5 0.0 7.0 98.1 98.1 0.0 38.5 24.5

4. Tieback 33.0 15.0 7.0 114.8 110.9 29.7 29.6 28.7

5. Tieback 45.0 15.0 7.0 122.7 118.5 31.7 23.4 30.6

6. Tieback 56.0 15.0 7.0 92.5 89.4 23.9 17.7 23.1



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

69 .8 100 13.20 .4



1 0.00 7.00

2 67.00 2.00

PASSIVE SPACING:





1200 Stewart67 foot deep N4, 5.5' OC


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Denny Way (N)\67 feet N4.sh8




PILE SELECTION:






1. Tieback 4.5 0.0 5.5 35.9 35.9 0.0 49.5 9.0

2. Tieback 14.0 0.0 5.5 71.6 71.6 0.0 44.0 17.9

3. Tieback 23.5 0.0 5.5 77.1 77.1 0.0 38.5 19.2

4. Tieback 33.0 15.0 5.5 90.2 87.2 23.4 29.6 22.5

5. Tieback 45.0 15.0 5.5 96.4 93.1 24.9 23.4 24.1

6. Tieback 56.0 15.0 5.5 72.4 70.0 18.8 17.7 18.1



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

69 .8 100 13.20 .4



1 0.00 5.50

2 67.00 2.00

PASSIVE SPACING:





1200 Stewart67 foot deep N5, 7' OC


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PILE SELECTION:






1. Tieback 4.5 0.0 7.0 45.7 45.7 0.0 49.5 11.4

2. Tieback 14.0 0.0 7.0 91.2 91.2 0.0 44.0 22.8

3. Tieback 23.5 0.0 7.0 98.1 98.1 0.0 38.5 24.5

4. Tieback 33.0 15.0 7.0 114.8 110.9 29.7 29.6 28.7

5. Tieback 45.0 15.0 7.0 122.7 118.5 31.8 23.4 30.6

6. Tieback 56.0 15.0 7.0 92.3 89.2 23.9 17.7 23.1



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

69 .8 100 13.20 .4



1 0.00 7.00

2 67.00 2.00

PASSIVE SPACING:







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Licensed to 4324324234 3424343 Date: 12/19/2018



PILE LENGTH: Min. Embedment=5.70 Min. Pile Length=72.70


PILE SELECTION:






1. Tieback 4.5 0.0 8.0 52.3 52.3 0.0 49.5 13.0

2. Tieback 14.0 0.0 8.0 104.2 104.2 0.0 44.0 26.0

3. Tieback 23.5 0.0 8.0 137.4 137.4 0.0 38.5 34.3

4. Tieback 37.3 15.0 8.0 169.7 163.9 43.9 27.4 39.4

5. Tieback 51.3 15.0 8.0 165.9 160.2 42.9 20.1 41.4



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

69 .8 100 13.20 .4


ACTIVE SPACING:


2 67.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 67.00 5.00




1200 Stewart68 foot deep N7,8' OC


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Licensed to 4324324234 3424343 Date: 12/19/2018





PILE SELECTION:






1. Tieback 4.5 0.0 8.0 45.7 45.7 0.0 49.5 11.4

2. Tieback 14.0 0.0 8.0 91.2 91.2 0.0 44.0 22.8

3. Tieback 23.5 0.0 8.0 98.1 98.1 0.0 38.5 24.5

4. Tieback 33.0 15.0 8.0 114.8 110.9 29.7 29.6 28.7

5. Tieback 45.0 15.0 8.0 122.7 118.5 31.8 23.4 30.6

6. Tieback 56.0 15.0 8.0 92.3 89.2 23.9 17.7 23.1



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

69 .8 100 13.20 .4



1 0.00 7.00

2 67.00 2.00

PASSIVE SPACING:





1200 Stewart67 foot deep N8 to N9, 8' OC

<ShoringSuite> CIVILTECH SOFTWARE USA www.civ iltechsoftware.com

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Licensed to 4324324234 3424343 Date: 12/20/2018


UNITS: Dimension - ft; Force and Shear - kip; Pressure and Stress - ksf; Moment - kip-ft; Pres. Slope - kip/ft3; Deflection - in.




PILE SELECTION:

Request Min. Section Modulus = 73.2 in3/pile, Fy= 50 ksi = 345 MPa, Fb/Fy=0.66

Selected Pile, W16X77, S = 134.0 in3/pile It is greater than Request Min. Section Modulus

Top Deflection = 0.00(in) based on E (ksi)= 29000.00, I (in4)/pile= 1110.0

BRACE FORCE: Strut, Tieback, Plate Anchor, and Deadman


1. Tieback 7.0 27.0 8.0 119.3 106.3 54.2 41.7 29.8

2. Tieback 21.0 20.0 8.0 156.9 147.5 53.7 35.1 33.4

3. Tieback 33.0 15.0 8.0 146.5 141.5 37.9 29.6 36.6

4. Tieback 45.0 15.0 8.0 140.2 135.4 36.3 23.4 35.0

5. Tieback 56.0 15.0 8.0 103.5 100.0 26.8 17.7 25.8



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

67.0 0.80 100.0 13.20 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 67.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 67.00 5.00

UNITS: Width,Spacing,Diameter,Length,and Depth - f t; Force - kip; Moment - kip-f t

Friction,Bearing,and Pressure - ksf ; Pres. Slope - kip/f t3; Def lection - in




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Licensed to 4324324234 3424343 Date: 12/20/2018






PILE SELECTION:






1. Tieback 7.0 27.0 8.0 74.4 66.3 33.8 41.7 18.6

2. Tieback 12.7 25.0 8.0 111.7 101.2 47.2 38.9 27.9

3. Tieback 26.7 20.0 8.0 150.8 141.7 51.6 32.2 35.9

4. Tieback 36.7 15.0 8.0 146.5 141.5 37.9 27.7 36.6

5. Tieback 50.7 15.0 8.0 167.8 162.1 43.4 20.5 41.9



Z1 P1 Z2 P2 Slope

0 0 13.4 1.474 0.110000

13.4 1.474 53.6 1.474 0.000000

53.6 1.474 67 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

67.0 0.80 100.0 13.20 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 67.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 67.00 5.00






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PILE SELECTION:






1. Tieback 8.0 27.0 8.0 135.0 120.3 61.3 41.8 33.7

2. Tieback 22.0 20.0 8.0 157.4 147.9 53.8 35.3 32.1

3. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 35.5

4. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

5. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70.0 0.80 100.0 12.80 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00






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Licensed to 4324324234 3424343 Date: 12/20/2018






PILE SELECTION:






1. Tieback 8.0 27.0 8.0 135.0 120.3 61.3 41.8 33.7

2. Tieback 22.0 20.0 8.0 157.4 147.9 53.8 35.3 31.5

3. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 37.1

4. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

5. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70.0 0.80 100.0 12.80 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00






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Licensed to 4324324234 3424343 Date: 12/20/2018






PILE SELECTION:






1. Tieback 7.9 27.0 8.0 140.7 125.4 63.9 42.6 32.7

2. Tieback 23.0 20.0 8.0 167.5 157.4 57.3 35.5 33.5

3. Tieback 35.0 15.0 8.0 150.9 145.7 39.0 30.0 36.0

4. Tieback 47.0 15.0 8.0 144.3 139.3 37.3 23.8 36.0

5. Tieback 58.0 15.0 8.0 106.8 103.2 27.7 18.1 26.7



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71.0 0.80 100.0 12.40 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00






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PILE SELECTION:






1. Tieback 8.5 27.0 8.0 146.6 130.6 66.5 42.3 33.3

2. Tieback 23.0 20.0 8.0 162.0 152.2 55.4 35.5 32.4

3. Tieback 35.0 15.0 8.0 150.9 145.7 39.0 30.0 36.8

4. Tieback 47.0 15.0 8.0 144.3 139.3 37.3 23.8 36.0

5. Tieback 58.0 15.0 8.0 106.8 103.2 27.7 18.1 26.7



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71.0 0.80 100.0 12.40 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00






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Licensed to 4324324234 3424343 Date: 12/20/2018






PILE SELECTION:






1. Tieback 9.3 23.0 8.0 135.5 124.8 53.0 48.2 27.7

2. Tieback 19.8 20.0 8.0 131.3 123.4 44.9 43.3 26.8

3. Tieback 29.8 20.0 8.0 146.1 137.3 50.0 38.2 29.2

4. Tieback 39.8 15.0 8.0 137.4 132.7 35.6 33.7 30.6

5. Tieback 49.2 15.0 8.0 137.4 132.7 35.6 28.9 34.3

6. Tieback 59.2 15.0 8.0 131.8 127.3 34.1 23.7 32.9

7. Tieback 68.2 15.0 8.0 85.0 82.1 22.0 19.1 21.2



Z1 P1 Z2 P2 Slope

0 0 15.6 1.716 0.110000

15.6 1.716 62.4 1.716 0.000000

62.4 1.716 78 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope


80.0 0.80 100.0 8.80 0.400

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 78.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 78.00 5.00






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Licensed to 4324324234 3424343 Date: 12/20/2018






PILE SELECTION:






1. Tieback 9.3 23.0 8.0 135.5 124.8 53.0 48.2 27.7

2. Tieback 19.8 20.0 8.0 131.3 123.4 44.9 43.3 26.8

3. Tieback 29.8 20.0 8.0 146.1 137.3 50.0 38.2 29.2

4. Tieback 39.8 15.0 8.0 137.4 132.7 35.6 33.7 30.6

5. Tieback 49.2 15.0 8.0 137.4 132.7 35.6 28.9 34.3

6. Tieback 59.2 15.0 8.0 131.8 127.3 34.1 23.7 32.9

7. Tieback 68.2 15.0 8.0 85.0 82.1 22.0 19.1 21.2



Z1 P1 Z2 P2 Slope

0 0 15.6 1.716 0.110000

15.6 1.716 62.4 1.716 0.000000

62.4 1.716 78 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope


80.0 0.80 100.0 8.80 0.400

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 78.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 78.00 5.00




1200 Stewart78 foot deep NE1 to NE2, 7' OC


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File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Yale (NE)\78 feet NE1 to NE2.sh8





PILE SELECTION:






1. Tieback 10.3 23.0 7.0 150.6 138.6 58.8 47.7 31.3

2. Tieback 23.8 18.0 7.0 139.5 132.6 43.1 41.5 31.0

3. Tieback 34.8 15.0 7.0 124.4 120.1 32.2 36.3 31.0

4. Tieback 43.8 15.0 7.0 136.8 132.1 35.4 31.7 34.2

5. Tieback 56.8 15.0 7.0 141.8 137.0 36.7 24.9 35.4

6. Tieback 66.8 15.0 7.0 92.4 89.2 23.9 19.8 23.1



Z1 P1 Z2 P2 Slope

0 0 15.6 1.716 0.110000

15.6 1.716 62.4 1.716 0.000000

62.4 1.716 78 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope


80.0 0.80 100.0 8.80 0.400

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 7.00

2 78.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 78.00 5.00




1200 Stewart78 foot deep NE3 to NE5, 7' OC


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Licensed to 4324324234 3424343 Date: 12/20/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Yale (NE)\78 feet NE3 to NE5.sh8





PILE SELECTION:






1. Tieback 10.3 23.0 7.0 150.6 138.6 58.8 47.7 37.6

2. Tieback 23.8 18.0 7.0 139.5 132.6 43.1 41.5 34.8

3. Tieback 34.8 15.0 7.0 136.8 132.1 35.4 36.3 34.2

4. Tieback 45.8 15.0 7.0 136.8 132.1 35.4 30.6 34.2

5. Tieback 56.8 15.0 7.0 134.8 130.2 34.9 24.9 33.7

6. Tieback 67.8 15.0 7.0 89.2 86.2 23.1 19.3 22.3



Z1 P1 Z2 P2 Slope

0 0 15.6 1.716 0.110000

15.6 1.716 62.4 1.716 0.000000

62.4 1.716 78 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope


80.0 0.80 100.0 8.80 0.400

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 7.00

2 78.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 78.00 5.00




1200 Stewart77.7 foot deep NE6 to NE8, 8.5' OC


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Yale (NE)\77.7 feet NE6 to NE8 8.5 ft OC.sh8




PILE SELECTION:






1. Tieback 10.0 42.5 8.5 219.9 162.1 148.5 48.5 50.0

2. Tieback 23.5 30.0 8.5 186.6 161.6 93.3 40.6 46.6

3. Tieback 34.5 25.0 8.5 176.3 159.8 74.5 35.2 44.0

4. Tieback 45.5 20.0 8.5 170.0 159.8 58.2 30.0 42.5

5. Tieback 56.5 15.0 8.5 163.2 157.6 42.2 24.9 40.7

6. Tieback 67.5 15.0 8.5 108.7 105.0 28.1 19.2 27.1



Z1 P1 Z2 P2 Slope

0 0 15.54 1.709 0.110000

15.54 1.709 62.16 1.709 0.000000

62.16 1.709 77.7 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

79.7 .8 100 8.920 .4



1 0.00 8.50

2 77.70 2.00

PASSIVE SPACING:





1200 Stewart77.5 foot deep NE9


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Yale (NE)\77.5 feet NE9.sh8




PILE SELECTION:






1. Tieback 9.8 20.0 8.0 159.2 149.6 54.5 48.0 39.8

2. Tieback 23.3 15.0 8.0 157.7 152.3 40.8 41.9 39.4

3. Tieback 34.3 15.0 8.0 155.3 150.0 40.2 36.2 38.8

4. Tieback 45.3 15.0 8.0 155.3 150.0 40.2 30.5 38.8

5. Tieback 56.3 15.0 8.0 153.2 148.0 39.7 24.9 38.3

6. Tieback 67.3 15.0 8.0 101.9 98.4 26.4 19.2 25.4



Z1 P1 Z2 P2 Slope

0 0 15.5 1.705 0.110000

15.5 1.705 62 1.705 0.000000

62 1.705 77.5 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

79.5 .8 100 8.920 .4



1 0.00 8.00

2 77.50 2.00

PASSIVE SPACING:





1200 Stewart77.5 foot deep NE10 to NE11


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Yale (NE)\77.5 feet NE10 to NE11.sh8




PILE SELECTION:






1. Tieback 9.8 37.5 8.0 188.6 149.6 114.8 47.7 47.1

2. Tieback 23.3 30.0 8.0 175.9 152.3 87.9 40.5 43.9

3. Tieback 34.3 25.0 8.0 165.6 150.0 70.0 35.1 41.3

4. Tieback 45.3 20.0 8.0 159.7 150.0 54.6 30.0 39.9

5. Tieback 56.3 15.0 8.0 153.2 148.0 39.7 24.9 38.3

6. Tieback 67.3 15.0 8.0 101.9 98.4 26.4 19.2 25.4



Z1 P1 Z2 P2 Slope

0 0 15.5 1.705 0.110000

15.5 1.705 62 1.705 0.000000

62 1.705 77.5 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

79.5 .8 100 8.920 .4



1 0.00 8.00

2 77.50 2.00

PASSIVE SPACING:





1200 Stewart69 foot deep NE12


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Yale (NE)\69 feet NE12.sh8




PILE SELECTION:






1. Tieback 9.5 37.5 6.0 176.8 140.3 107.6 42.1 44.1

2. Tieback 23.0 30.0 6.0 157.6 136.5 78.8 35.0 39.3

3. Tieback 34.0 25.0 6.0 147.4 133.6 62.3 29.6 36.8

4. Tieback 45.0 20.0 6.0 154.8 145.5 52.9 24.3 38.6

5. Tieback 58.0 15.0 6.0 119.4 115.3 30.9 18.1 29.8



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71 .8 100 12.40 .4


ACTIVE SPACING:


2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00




1200 Stewart69 foot deep SE1 to SE11


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Stewart (SE)\69 feet SE1 to SE11.sh8




PILE SELECTION:






1. Tieback 9.5 20.0 8.0 149.3 140.3 51.0 42.3 37.3

2. Tieback 23.0 18.0 8.0 143.5 136.5 44.3 35.7 35.8

3. Tieback 34.0 15.0 8.0 138.3 133.6 35.8 30.5 34.5

4. Tieback 45.0 15.0 8.0 150.6 145.5 39.0 24.8 37.6

5. Tieback 58.0 15.0 8.0 119.4 115.3 30.9 18.1 29.8



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71 .8 100 12.40 .4


ACTIVE SPACING:


2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00






1

2

3

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Licensed to 4324324234 3424343 Date: 12/19/2018





PILE SELECTION:






1. Tieback 9.5 25.0 8.0 154.8 140.3 65.4 41.9 38.6

2. Tieback 23.0 18.0 8.0 143.5 136.5 44.3 35.7 35.8

3. Tieback 34.0 15.0 8.0 138.3 133.6 35.8 30.5 34.5

4. Tieback 45.0 15.0 8.0 150.6 145.5 39.0 24.8 37.6

5. Tieback 58.0 15.0 8.0 119.4 115.3 30.9 18.1 29.8



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71 .8 100 12.40 .4


ACTIVE SPACING:


2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00




1200 Stewart69 foot deep SE14A to SE14B w/3 straps


FFF

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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Stewart (SE)\69 feet SE14A to SE14B with 3 straps.sh8




PILE SELECTION:






1. Tieback 1.0 20.0 6.5 72.0 67.6 24.6 46.7 18.0

2. Tieback 12.0 15.0 6.5 169.8 164.0 43.9 41.9 42.4

3. Tieback 23.0 15.0 6.5 117.7 113.7 30.5 36.2 29.4

4. Tieback 35.0 15.0 6.5 112.4 108.5 29.1 30.0 28.1

5. Tieback 45.0 15.0 6.5 117.3 113.3 30.3 24.8 29.3

6. Tieback 58.0 15.0 6.5 96.0 92.7 24.8 18.1 24.0



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4



1 0.00 3.50

2 9.00 6.50

3 69.00 2.50

PASSIVE SPACING:No. Z depth Spacing

1 69.00 5.00

EXTERNAL FORCE ACTING ON WALL (Pusing on Wall - Positive; Against Wall - Negative)

No. Z force Force Angle Spacing1 3.00 20.20 0.0 6.50

2 6.00 22.80 0.0 6.50

3 9.00 89.20 0.0 6.50




1200 Stewart69 foot deep SE15A to SE16B w/ 3 straps


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Stewart (SE)\69 feet SE15A to SE16B with 3 straps.sh8




PILE SELECTION:






1. Tieback 3.0 0.0 6.0 10.1 10.1 0.0 51.9 2.5

2. Tieback 6.0 0.0 6.0 11.4 11.4 0.0 50.2 2.9

3. Tieback 9.0 0.0 6.0 44.6 44.6 0.0 48.4 11.1

4. Tieback 18.0 15.0 6.0 117.2 113.2 30.3 38.8 29.3

5. Tieback 34.0 15.0 6.0 127.3 123.0 32.9 30.5 31.8

6. Tieback 45.0 15.0 6.0 112.9 109.1 29.2 24.8 28.2

7. Tieback 58.0 15.0 6.0 89.3 86.3 23.1 18.1 22.3



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .06 15 .06 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71 .8 100 12.40 .4



1 0.00 6.00

2 69.00 2.00

PASSIVE SPACING:







123

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Licensed to 4324324234 3424343 Date: 12/20/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Stew art (SE)\69 feet SE15A to SE16B w ith 3 straps.sh8





PILE SELECTION:






1. Tieback 3.0 0.0 6.0 10.1 10.1 0.0 51.9 2.5

2. Tieback 6.0 0.0 6.0 11.4 11.4 0.0 50.2 2.9

3. Tieback 9.0 0.0 6.0 44.6 44.6 0.0 48.4 11.1

4. Tieback 18.0 15.0 6.0 117.2 113.2 30.3 38.8 29.3

5. Tieback 34.0 15.0 6.0 127.3 123.0 32.9 30.5 31.8

6. Tieback 45.0 15.0 6.0 112.9 109.1 29.2 24.8 28.2

7. Tieback 58.0 15.0 6.0 89.3 86.3 23.1 18.1 22.3



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .06 15 .06 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope


71.0 0.80 100.0 12.40 0.400

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 6.00

2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00






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Licensed to 4324324234 3424343 Date: 12/20/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Stew art (SE)\69 feet SE18 to SE30.sh8





PILE SELECTION:






1. Tieback 13.5 15.0 8.0 206.3 199.3 53.4 41.1 49.2

2. Tieback 23.0 15.0 8.0 86.4 83.5 22.4 36.2 21.6

3. Tieback 35.0 15.0 8.0 150.9 145.7 39.0 30.0 37.7

4. Tieback 47.0 15.0 8.0 144.3 139.3 37.3 23.8 36.0

5. Tieback 58.0 15.0 8.0 106.8 103.2 27.7 18.1 26.7



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71.0 0.80 100.0 12.40 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 8.00

2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00






1

2

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Licensed to 4324324234 3424343 Date: 12/19/2018





PILE SELECTION:






1. Tieback 9.0 0.0 8.0 98.0 98.0 0.0 48.4 24.5

2. Tieback 17.0 15.0 8.0 108.4 104.7 28.1 39.3 27.1

3. Tieback 29.0 15.0 8.0 163.4 157.9 42.3 33.1 40.8

4. Tieback 43.0 15.0 8.0 175.9 169.9 45.5 25.8 43.9

5. Tieback 57.0 15.0 8.0 135.2 130.6 35.0 18.6 33.8



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .06 15 .06 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

71 .8 100 12.40 .4


ACTIVE SPACING:


2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00




1200 Stewart63 foot deep SW1


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\63.25 feet SW1.sh8




PILE SELECTION:






1. Tieback 15.0 28.0 4.6 141.8 125.2 66.6 34.9 35.4

2. Tieback 28.0 15.0 4.6 64.1 61.9 16.6 29.4 16.0

3. Tieback 42.0 15.0 4.6 94.0 90.8 24.3 22.2 23.5

4. Tieback 57.0 15.0 4.6 46.9 45.3 12.2 14.4 11.7



Z1 P1 Z2 P2 Slope

0 0 12.6 1.386 0.110000

12.6 1.386 50.4 1.386 0.000000

50.4 1.386 63 0 -0.11000

0 .06 15 .06 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

65 .8 100 14.80 .4

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 4.60

2 63.00 2.00


PASSIVE SPACING:





1200 Stewart63.25 foot deep SW2 to SW3


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Licensed to 4324324234 3424343 Date: 12/20/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\63.25 feet SW2 to SW3.sh8





PILE SELECTION:






1. Tieback 7.5 35.0 8.0 140.5 115.1 80.6 39.0 35.1

2. Tieback 22.3 15.0 8.0 148.3 143.3 38.4 32.6 35.4

3. Tieback 34.3 15.0 8.0 138.2 133.5 35.8 26.4 34.5

4. Tieback 46.3 15.0 8.0 128.4 124.0 33.2 20.1 32.1

5. Tieback 57.3 15.0 8.0 59.8 57.7 15.5 14.4 14.9



Z1 P1 Z2 P2 Slope

0 0 12.65 1.391 0.110000

12.65 1.391 50.6 1.391 0.000000

50.6 1.391 63.25 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

65.3 0.80 100.0 14.70 0.400


ACTIVE SPACING:


2 63.25 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 63.25 5.00




1200 Stewart63.25 foot deep SW4 to SW5


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\63.25 feet SW4 to SW5.sh8




PILE SELECTION:



Top Deflection = -0.10(in) based on E (ksi)=29000.00 and I (in4)/pile=1110.0



1. Tieback 7.8 35.0 8.0 143.0 117.1 82.0 38.9 35.7

2. Tieback 22.3 15.0 8.0 146.3 141.3 37.9 32.6 34.9

3. Tieback 34.3 15.0 8.0 138.2 133.5 35.8 26.4 34.5

4. Tieback 46.3 15.0 8.0 128.4 124.0 33.2 20.1 32.1

5. Tieback 57.3 15.0 8.0 59.8 57.7 15.5 14.4 14.9



Z1 P1 Z2 P2 Slope

0 0 12.65 1.391 0.110000

12.65 1.391 50.6 1.391 0.000000

50.6 1.391 63.25 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

65.25 .8 100 14.70 .4


ACTIVE SPACING:


2 63.25 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 63.25 5.00




1200 Stewart68 foot deep SW6 to SW7


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\68feet SW6 to SW7.sh8




PILE SELECTION:






1. Tieback 7.5 35.0 8.0 141.7 116.1 81.3 42.2 35.4

2. Tieback 22.0 15.0 8.0 157.4 152.0 40.7 36.0 31.5

3. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 37.1

4. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

5. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4


ACTIVE SPACING:


2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00






F

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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\68feet SW8.sh8




PILE SELECTION:






1. Tieback 6.0 45.0 8.0 200.1 141.5 141.5 44.3 41.8

2. Tieback 22.0 15.0 8.0 159.0 153.6 41.2 36.0 31.2

3. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 37.1

4. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

5. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4


ACTIVE SPACING:


2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00


No. Z force Force Angle Spacing

1 0.50 27.00 0.0 8.00






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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\68feet SW9 to SW11.sh8




PILE SELECTION:






1. Tieback 0.5 0.0 8.0 28.0 28.0 0.0 52.6 7.0

2. Tieback 12.0 40.0 8.0 141.1 108.1 90.7 40.4 35.2

3. Tieback 22.0 15.0 8.0 136.7 132.0 35.4 36.0 31.1

4. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 35.5

5. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

6. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4



1 0.00 8.00

2 68.00 2.00

PASSIVE SPACING:







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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\68 feet SW12.sh8




PILE SELECTION:






1. Tieback 6.0 45.0 8.0 200.1 141.5 141.5 44.3 46.5

2. Tieback 22.0 15.0 8.0 159.0 153.6 41.2 36.0 31.2

3. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 37.1

4. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

5. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4


ACTIVE SPACING:


2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00


No. Z force Force Angle Spacing

1 0.50 27.00 0.0 8.00






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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Minor Ave (SW)\68 feet SW13 to SW15.sh8




PILE SELECTION:






1. Tieback 7.5 30.0 8.0 134.1 116.1 67.0 42.0 33.5

2. Tieback 22.0 15.0 8.0 157.4 152.0 40.7 36.0 31.5

3. Tieback 34.0 15.0 8.0 148.7 143.6 38.5 29.8 36.3

4. Tieback 46.0 15.0 8.0 142.2 137.4 36.8 23.6 35.5

5. Tieback 57.0 15.0 8.0 106.3 102.6 27.5 17.9 26.5



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4


ACTIVE SPACING:


2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00






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Licensed to 4324324234 3424343 Date: 12/19/2018





PILE SELECTION:






1. Tieback 7.5 30.0 8.0 134.1 116.1 67.0 42.0 33.5

2. Tieback 22.0 15.0 8.0 151.2 146.0 39.1 36.0 31.5

3. Tieback 33.0 15.0 8.0 136.3 131.6 35.3 30.3 34.0

4. Tieback 44.0 15.0 8.0 136.3 131.6 35.3 24.6 34.0

5. Tieback 55.0 15.0 8.0 124.9 120.7 32.3 18.9 31.2



Z1 P1 Z2 P2 Slope

0 0 13.6 1.496 0.110000

13.6 1.496 54.4 1.496 0.000000

54.4 1.496 68 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70 .8 100 12.80 .4


ACTIVE SPACING:


2 68.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 68.00 5.00






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Licensed to 4324324234 3424343 Date: 12/19/2018





PILE SELECTION:






1. Tieback 7.5 30.0 8.0 124.8 108.1 62.4 38.0 31.2

2. Tieback 21.0 15.0 8.0 138.0 133.3 35.7 32.3 34.4

3. Tieback 33.0 15.0 8.0 135.6 130.9 35.1 26.1 33.8

4. Tieback 45.0 15.0 8.0 126.3 122.0 32.7 19.9 31.5

5. Tieback 56.0 15.0 8.0 59.6 57.6 15.4 14.2 14.9



Z1 P1 Z2 P2 Slope

0 0 12.4 1.364 0.110000

12.4 1.364 49.6 1.364 0.000000

49.6 1.364 62 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

64 .8 100 15.20 .4


ACTIVE SPACING:


2 62.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 62.00 5.00






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Licensed to 4324324234 3424343 Date: 12/19/2018





PILE SELECTION:






1. Tieback 4.5 0.0 8.0 52.2 52.2 0.0 45.6 13.0

2. Tieback 14.0 0.0 8.0 99.1 99.1 0.0 40.1 24.7

3. Tieback 23.5 0.0 8.0 103.7 103.7 0.0 34.6 25.9

4. Tieback 33.0 15.0 8.0 121.4 117.3 31.4 26.1 30.3

5. Tieback 45.0 15.0 8.0 126.3 122.0 32.7 19.9 31.5

6. Tieback 56.0 15.0 8.0 59.6 57.6 15.4 14.2 14.9



Z1 P1 Z2 P2 Slope

0 0 12.4 1.364 0.110000

12.4 1.364 49.6 1.364 0.000000

49.6 1.364 62 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

64 .8 100 15.20 .4



1 0.00 8.00

2 62.00 2.00

PASSIVE SPACING:





1200 Stewart62 foot deep NW1 & NW2 - 6.5' OC


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Licensed to 4324324234 3424343 Date: 12/19/2018

File: N:\PROJECTS\2018\81185203\Working Files\Calculations-Analyses\Soldier Piles\Virginia Street (NW)\62 feet NW 1 to NW 2.sh8




PILE SELECTION:






1. Tieback 4.5 0.0 6.5 42.4 42.4 0.0 45.6 10.6

2. Tieback 14.0 0.0 6.5 80.5 80.5 0.0 40.1 20.1

3. Tieback 23.5 0.0 6.5 84.3 84.3 0.0 34.6 21.0

4. Tieback 33.0 15.0 6.5 98.7 95.3 25.5 26.1 24.6

5. Tieback 45.0 15.0 6.5 102.6 99.1 26.6 19.9 25.6

6. Tieback 56.0 15.0 6.5 48.4 46.8 12.5 14.2 12.1



Z1 P1 Z2 P2 Slope

0 0 12.4 1.364 0.110000

12.4 1.364 49.6 1.364 0.000000

49.6 1.364 62 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

64 .8 100 15.20 .4



1 0.00 6.50

2 62.00 2.00

PASSIVE SPACING:




Project Number: 81185203 Computed by: F. Madrona Date: 12/17/18Project Name: 1200 Stewart Reviewed by: R. Luark Date: 12/18/18

Objecive:Desing bracing at SW-2/SE-31 corner pile. Design member is subjected to combinedaxial load and applied moment due to self weight.

Given:Properties of Selected Section: Pipe 8 Extra-Strong

≔A ⋅11.9 in2

≔rgy ⋅2.89 in

≔I 100 in4

≔S ⋅23.1 in3

≔Z 31 in3

Material Properties:

≔E 29000 ksi≔fy 35 ksi

Applied Linear Load due to Weight of the Member:

≔W 0.0434 ――kipft

Applied Loads:

≔T1 98 kip ≔T2 128.2 kip≔θ1 41.13 deg ≔θ2 48.87 deg≔Pax1 ÷T1 sin ((θ1)) ≔Pax2 ÷T2 sin ((θ2))

≔Pshear1 ⋅T1 tan ((θ1)) ≔Pshear2 ⋅T2 tan ((θ2))=Pax1 148.988 kip =Pax2 170.203 kip

=Pshear1 85.581 kip =Pshear2 146.803 kip

≔Pax 171 kip ≔Pshear 146.8 kip

Umbraced Length: ≔L 6.53 ft


Effective Length Factor: ≔k 1

Calculations:

≔Fe =―――⋅π2 E

⎛⎜⎝⋅k ――

Lrgy

⎞⎟⎠

2389.318 ksi

≔Fcr

‖‖‖‖‖‖‖‖‖‖

if

else

≤⋅k ――L

rgy⋅4.71

‾‾‾―Efy

‖‖‖‖ ⋅⎛⎜⎝0.658

――fy

Fe⎞⎟⎠ fy

‖‖ ⋅0.877 Fe

=Fcr 33.707 ksi

≔Pn =⋅Fcr A 401.119 kip ≔Ω 1.67

≔Pall =―Pn

Ω240.191 kip

=>Pall Pax 1 Since Pall >Pax, section meets axial capacity.

≔Mmax =―――⋅W L2

80.231 ⋅kip ft

≔Mn =⋅fy Z 90.417 ⋅kip ft

≔Mall =――Mn

Ω54.142 ⋅kip ft

=>Mall Mmax 1 Since Mall>Max, section is OK for flexure.

Combined Axial Load and Flexure Check:

≔ch =+――Pax

Pall―――⋅8 Mmax

⋅9 Mall0.716

Since ch<1, the section is OK for combined axial and flexure.


Weld size: per AISC

Pipe to plate:

Length of fillet weld, ≔lwpipe ⋅⋅6 4 in 6 inch overlap into plate, weld 4 sides

Weld Size in 1/16th of an inch ≔Dpipe 8 in

≔Rn1 =⋅⋅0.928 ksi lwpipe Dpipe 178.176 kip

=if

else

>Rn1 Pax‖‖“Weld size is ok”

‖‖“Change weld size”

“Weld size is ok”

Plate to Pile:

Length of fillet weld, ≔lwplate ⋅20.6 in Weld both sides, width of flange

Weld Size in 1/16th of an inch ≔Dplate 8 in

≔Rn2 =⋅⋅⋅0.928 ksi lwplate Dplate 152.934 kip

=if

else

>Rn2 Pshear‖‖“Weld size is ok”



Results:

Pipe 8 Extra-Strong

Pipe to plate:

weld size(in 1/16th of an inch): =Dpipe 8 in or 1/2 inPlate to pile:

weld size(in 1/16th of an inch): =Dplate 8 in


Objecive:Desing bracing at SW-3/SE-32 corner pile. Design member is subjected to combinedaxial load and applied moment due to self weight.

Given:Properties of Selected Section: Pipe 8 Extra-Strong

≔A ⋅11.9 in2

≔rgy ⋅2.89 in

≔I 100 in4

≔S ⋅23.1 in3

≔Z 31 in3

Material Properties:

≔E 29000 ksi≔fy 35 ksi

Applied Linear Load due to Weight of the Member:

≔W 0.0434 ――kipft

Applied Loads:

≔T1 98 kip ≔T2 128.2 kip≔θ1 43.58 deg ≔θ2 46.42 deg≔Pax1 ÷T1 sin ((θ1)) ≔Pax2 ÷T2 sin ((θ2))

≔Pshear1 ⋅T1 tan ((θ1)) ≔Pshear2 ⋅T2 tan ((θ2))=Pax1 142.159 kip =Pax2 176.971 kip

=Pshear1 93.259 kip =Pshear2 134.717 kip

≔Pax 177 kip ≔Pshear 135 kip

Umbraced Length: ≔L 17.83 ft


Effective Length Factor: ≔k 1

Calculations:

≔Fe =―――⋅π2 E

⎛⎜⎝⋅k ――

Lrgy

⎞⎟⎠

252.219 ksi

≔Fcr

‖‖‖‖‖‖‖‖‖‖

if

else

≤⋅k ――L

rgy⋅4.71

‾‾‾―Efy

‖‖‖‖ ⋅⎛⎜⎝0.658

――fy

Fe⎞⎟⎠ fy

‖‖ ⋅0.877 Fe

=Fcr 26.438 ksi

≔Pn =⋅Fcr A 314.615 kip ≔Ω 1.67

≔Pall =―Pn

Ω188.392 kip

=>Pall Pax 1 Since Pall >Pax, section meets axial capacity.

≔Mmax =―――⋅W L2

81.725 ⋅kip ft

≔Mn =⋅fy Z 90.417 ⋅kip ft

≔Mall =――Mn

Ω54.142 ⋅kip ft

=>Mall Mmax 1 Since Mall>Max, section is OK for flexure.

Combined Axial Load and Flexure Check:

≔ch =+――Pax

Pall―――⋅8 Mmax

⋅9 Mall0.968

Since ch<1, the section is OK for combined axial and flexure.


Weld size: per AISC

Pipe to plate:

Length of fillet weld, ≔lwpipe ⋅⋅6 4 in 6 inch overlap into plate, weld 4 sides

Weld Size in 1/16th of an inch ≔Dpipe 8 in


=if

else

>Rn1 Pax‖‖“Weld size is ok”



Plate to Pile:

Length of fillet weld, ≔lwplate ⋅20.6 in Weld both sides, width of flange

Weld Size in 1/16th of an inch ≔Dplate 8 in

≔Rn2 =⋅⋅⋅0.928 ksi lwplate Dplate 152.934 kip

=if

else

>Rn2 Pshear‖‖“Weld size is ok”



Results:

Pipe 8 Extra-Strong

Pipe to plate:

weld size(in 1/16th of an inch): =Dpipe 8 in or 1/2 inPlate to pile:

weld size(in 1/16th of an inch): =Dplate 8 in

1200 Stewart 1 9 81185203 12/19/2018 R. Luark F. Madrona

OBJECTIVE Design strapping to hold the electrical vaults located between soldier piles SE-14A/B and SE017A/B (both are double soldier piles). Interim cantilever piles are currently installed in front of the vault to support the vault to allow for the installation of steep strapping to support the vault and earth pressures. The vault will be under pinned with four piles, SE-15A to SE-16b. GIVENS

• Lateral Earth Pressures o “Geotechnical Engineering Services, Seattle, Washington for Project Stewart, LLC.” Dated

October 24, 2016 by Geoengineers.

• Materials: 50 ksi yield strength of steel.

• For multiple rows of tiebacks, the apparent EP is 22H psf truncated at top and bottom 0.2H.

• Allowable passive pressure is 400 psf x D disregarding the upper 2 feet, acting over 2.5 x the pile diameter.

• Allowable vertical resistance: 40ksf end bearing, 1.5 ksf skin friction for embedment portion of the soldier piles.

• Minimum solder pile embedment of 10 feet per the recommendations in the geotechnical report.

• Three ½-inch thick steel straps spanning between soldier piles SE-14A/B and SE-17A/B

• 29.5 foot span between soldier piles SE-14A/B and SE-17A/B

• Soldier pile SE-14A/B and SE-17A/B are double with tieback in between, there the section modulus is 2 x 134 in^3 = 268 in^3 or a moment of inertia = 2220 in^4.

ASSUMPTIONS

• On the order of about 1-inch or less of deflection at the top of the pile.

• Maximum 2 foot of over excavation to install each tieback to downstage/upstage.

• Traffic and construction surcharge of 60 psf uniform pressure acting to a depth of 15 feet per recommendations of the geotechnical report.

• Tieback bond of 4 kips/ft to 5.5 kips/ft. Secondary pressure grouting of the tieback bond zone will be required to achieve the tieback bond.

ANALYSIS Analysis performed using Shoring Suite V8 by CivilTech Software to determine the loading above the underpinning piles and to determine the applied load to soldier piles SE-14A/B and SE-17A/B. Output is attached. Based on the loads determined by the shoring runs, the required strap width and welds sized as follows. Loads at the underpinning piles spaced 6 feet on center, assuming the extend to the top of the vault, are as follows: 3 feet in depth = 10.1 kips 6 feet in depth = 11.4 kips 9 feet in depth = 44.6 kips


Total load per strap is 4 x times the load at each pile as follows: 3 feet in depth = 40.4 kips 6 feet in depth = 45.6 kips 9 feet in depth = 178.4 kips Half of the load is transferred to each of soldier pile SE-14A/B and half to SE-17A/B as follows: 3 feet in depth = 20.2 kips 6 feet in depth = 22.8 kips 9 feet in depth = 89.2 kips Design strap width. Strap 1 – Area of steel required = 20.2k/50ksi*0.6 = 0.7 in^2 Strap 2– Area of steel required = 22.8k/50ksi*0.6 = 0.8 in^2 Strap 3– Area of steel required = 89.2/50ksi*0.6 = 3 in^2 Select straps widths as follows for ½-inch thick plates: Strap 1 – 4-inch wide = 2 in^2 which is adequate as required is 0.7 in^2 Strap 2– 4-inch wide = 2 in^2 which is adequate as required is 0.8 in^2 Strap 3– 12-inch wide = 6 in^2 which is adequate as required is 3 in^2 Size Welds Strap 1 – assume 16 in of weld (4 x 4-inch) ¼-inch fillet R = 0.928DL R = 0.928 x 4 x 16 R = 59 kips which is adequate as required is 20.2 kips Strap 2 – assume 16 in of weld (4 x 4-inch) ¼-inch fillet R = 0.928DL R = 0.928 x 4 x 16 R = 59 kips which is adequate as required is 22.8 kips Strap 3 – assume 32 in of weld (4 x 8-inch) ¼-inch fillet R = 0.928DL R = 0.928 x 4 x 32 R = 118 kips which is adequate as required is 89.2 kips


RESULTS Three ½-inch thick straps at 3, 6, and 9 feet from the top of the pile, 4-inches, 4-inches and 12-inches wide, respectively. Welds are ¼-inch fillets, with total weld lengths of 16-inches, 16-inches, and 32-inches respectively. Shoring Suite V8 outputs are attached.




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Licensed to 4324324234 3424343 Date: 12/19/2018






PILE SELECTION:






1. Tieback 3.0 0.0 6.0 10.1 10.1 0.0 51.9 2.5

2. Tieback 6.0 0.0 6.0 11.4 11.4 0.0 50.2 2.9

3. Tieback 9.0 0.0 6.0 44.6 44.6 0.0 48.4 11.1

4. Tieback 18.0 15.0 6.0 117.2 113.2 30.3 38.8 29.3

5. Tieback 34.0 15.0 6.0 127.3 123.0 32.9 30.5 31.8

6. Tieback 45.0 15.0 6.0 112.9 109.1 29.2 24.8 28.2

7. Tieback 58.0 15.0 6.0 89.3 86.3 23.1 18.1 22.3



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .06 15 .06 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope


71.0 0.80 100.0 12.40 0.400

ACTIVE SPACING:

No. Z depth Spacing

1 0.00 6.00

2 69.00 2.00

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00






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Licensed to 4324324234 3424343 Date: 12/19/2018






PILE SELECTION:


User Input I (Moment of Inertia):




1. Tieback 12.0 17.0 6.5 312.9 299.2 91.5 41.5 78.1

2. Tieback 23.0 15.0 6.5 47.7 46.1 12.4 36.2 11.9

3. Tieback 35.0 15.0 6.5 112.4 108.5 29.1 30.0 28.1

4. Tieback 45.0 15.0 6.5 117.3 113.3 30.3 24.8 29.3

5. Tieback 58.0 15.0 6.5 96.0 92.7 24.8 18.1 24.0



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70.0 0.80 100.0 12.80 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 3.50

2 9.00 6.50

3 69.00 2.50

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00

EXTERNAL FORCE ACTING ON WALL (Pusing on Wall - Positiv e; Against Wall - Negativ e)

No. Z f orce Force Angle Spacing

1 3.00 20.20 0.0 6.50

2 6.00 22.80 0.0 6.50

3 9.00 89.20 0.0 6.50






FFF

1

2

3

4

5

Depth(ft)0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

0 1 ksf

Licensed to 4324324234 3424343 Date: 12/19/2018






PILE SELECTION:


Selected Pile, W16X77, S = 134.0 in3/pile It is less than Request Min. Section Modulus



1. Tieback 12.0 17.0 6.5 312.9 299.2 91.5 41.5 78.1

2. Tieback 23.0 15.0 6.5 47.7 46.1 12.4 36.2 11.9

3. Tieback 35.0 15.0 6.5 112.4 108.5 29.1 30.0 28.1

4. Tieback 45.0 15.0 6.5 117.3 113.3 30.3 24.8 29.3

5. Tieback 58.0 15.0 6.5 96.0 92.7 24.8 18.1 24.0



Z1 P1 Z2 P2 Slope

0 0 13.8 1.518 0.110000

13.8 1.518 55.2 1.518 0.000000

55.2 1.518 69 0 -0.11000

0 .12 15 .12 0.000000

PASSIVE PRESSURES:

Z1 P1 Z2 P2 Slope

70.0 0.80 100.0 12.80 0.400


ACTIVE SPACING:

No. Z depth Spacing

1 0.00 3.50

2 9.00 6.50

3 69.00 2.50

PASSIVE SPACING:

No. Z depth Spacing

1 69.00 5.00

EXTERNAL FORCE ACTING ON WALL (Pusing on Wall - Positiv e; Against Wall - Negativ e)

No. Z f orce Force Angle Spacing

1 3.00 20.20 0.0 6.50

2 6.00 22.80 0.0 6.50

3 9.00 89.20 0.0 6.50



Project: 1200 Stewart StreetSubject: Composite Beams Design Project Number: 81185203

By: FM Date: 12-18-18Reviewed By: RL Date:12-18-18

ObjectiveDesign a reinforcement plate for the W16X77 beam so that the new section modulus isequal to the required minimum section modulus of 163 in3 for piles SE-18 to SE-30

GivenSection Properties:

≔tf 0.76 in≔bf 10.3 in≔d 16.5 in≔tw 0.455 in≔Si 134 in3

≔h =-d 2 tf 14.98 in≔E 29000 ksi≔Fy 50 ksi

Assumptions

Added Plate Size:

Neglect curvatures between web and flange.

CalculationsSection Modulus

≔bp 3.5 in ≔dp 4 in

≔A1 =⋅bp dp 14 in2

≔A2 =⋅⎛⎝bf⎞⎠ tf 7.828 in2 ≔A4 A2

≔A3 =⋅tw h 6.816 in2

≔yc1 =―――――――――――――――――――――

⎛⎜⎝

+++⋅A1⎛⎜⎝―bp

2

⎞⎟⎠

⋅A2⎛⎜⎝

+bp ―tf

2

⎞⎟⎠

⋅A3⎛⎜⎝

++bp tf ―h2⎞⎟⎠

⋅A4⎛⎜⎝

+++bp tf h ―tf

2

⎞⎟⎠

⎞⎟⎠

+++A1 A2 A3 A47.911 in

≔yc2 =-+d bp yc1 12.089 in

≔MoI1 =―――⋅dp bp

3

1214.292 in4

≔MoI2 =―――⋅⎛⎝bf⎞⎠ tf

3

120.377 in4

Page 1 of 3



≔MoI3 =―――⋅tw h3

12127.458 in4

≔MoI4 MoI2

≔IA1 =⋅A1⎛⎜⎝

-yc1 ―bp

2

⎞⎟⎠

2

531.485 in4

≔IA2 =⋅A2⎛⎜⎝

--yc1 bp ―tf

2

⎞⎟⎠

2

127.224 in4

≔IA3 =⋅A3⎛⎜⎝

--yc2 tf ―h2⎞⎟⎠

2

100.43 in4

≔IA4 =⋅A4⎛⎜⎝

-yc2 ―tf

2

⎞⎟⎠

2

⎛⎝ ⋅1.073 103 ⎞⎠ in4

≔It =+++++++MoI1 MoI2 MoI3 MoI4 IA1 IA2 IA3 IA4 ⎛⎝ ⋅1.975 103 ⎞⎠ in4

≔Sres2 =――It

yc1249.612 in3

≔Sres2 =――It

yc2163.36 in3 =Si 134 in3

Maximum mont from Shoring Pro

≔Mu ⋅446.37 kip ft

≔σtop ―――⋅Mu yc2

It

=σtop 32.789 ksi the maximum stress on the membershould be =⋅⋅50 ksi 0.66 33 ksi

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Weld size: per AISC=⋅A1 Fy 700 kip Maximum load on the additional plate

equals to 700 kipLength of fillet weld, ≔lwpipe ⋅240 in Use a 10 ft long plate, 240 inch total

weld length, overlap into plate, weld 4sidesWeld Size in 1/16th of an inch ≔Dpipe 4 in


=if

else

>Rn1 ⋅A1 Fy‖‖“Weld size is ok”



Results:

Use 10 foot long reinforcement plate dimensions:

Width: =dp 4 in

Thickness: =bp 3.5 in

Weld size(in 1/16th of an inch): =Dpipe 4 in or 1/4 in

Page 3 of 3

PROJECT: 1200 Stewart PROJECT NO.: 81185203 SUBJECT ...

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