Placa Base

Company : July 8, 2015Designer :

Base Plate TitleJob Number : Checked By:_____

19 in

19 i

n

Z

X

1

2

3

4

5

6

7

8

Bolt X (in) Z (in)1 4. -6.2 0. -6.3 -4. -6.4 4. 0.5 -4. 0.6 4. 6.7 0. 6.8 -4. 6.

Geometry and MaterialsLength Column Shape Anchor Bolt DiameterWidth Column eX Anchor Bolt MaterialThickness Column eZ Anchor Bolt FuBase Plate Fy Column to Edge Min (X) Anchor Bolt FyBase Plate E Column to Edge Min (Z) Anchor Bolt EBearing Fp AB Projected Length Bearing Fc' AB to AB Min SpacingPedestal Length AB to Stiffner Min Spacing

AB to Column Min SpacingPedestal WidthPedestal Heigh AB to Edge Min Spacing

AB Row Min Spacing

Base Plate: AB Pullout: AB Head: Total AB Length: Seismic Reduction %:

Tension Pedestal Bar Fy: Shear Pedestal Bar Fy:

19. in HSS16X16X8 .75 in19. in 0. in A36 .75 in 0. in 58. ksi36. ksi 1. in 36. ksi29000. ksi 1. in 29000. ksi2.577 ksi HSS Tube X-sides welded 3. in4. ksi HSS Tube Z-sides welded 3 in

24 in Plain Base Plate Connection 1.5 in24 in Vx Shear Lug NOT present 1.5 in

Vz Shear Lug NOT present31 in 1.5 inAnalyze Base Plate as Flexible Coarse Solution Selected 3 inPp Based on AISC J8 Criteria Priority is AB to Edge Spacing

AISC LRFD 13th Exclude Threads for AB DesignACI 2005 AB Fv, Ft based on AISC CriteriaHeavy Hex NW Concrete 13. in

25. Concrete NOT Cracked Supp. Reinforcement PresentABs NOT Welded to Base Plate 60. ksi

60. ksi

LoadsP (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Reverse

DLLLWLELOL1

12.61 .48 -.64 No3.5 .35 .13 No3.12 -10.52 -.04 Yes41.11 .08 -9.45 Yes5.47 -.38 -.44 No

Base Plate Stress and Bearing ResultBase Plate Stress (ksi) Bearing Pressure (ksi)

Combination Load Sets Allowable ASIF U.C. Allowable ABIF U.C.ASCE 1 (1) 1.4DL 48.6 1. .007 2.577 1. .063

ASCE 2 (a) (2) 1.2DL+1.6LL 48.6 1. .008 2.577 1. .073ASCE 3 (a) (3) 1.2DL 48.6 1. .006 2.577 1. .054ASCE 3 (b) (4) 1.2DL+.8WL 48.6 1. .007 2.577 1. .063ASCE 3 (b) (5) 1.2DL-.8WL 48.6 1. .005 2.577 1. .045ASCE 4 (a) (6) 1.2DL+1LL+1.6WL 48.6 1. .009 2.577 1. .083ASCE 4 (a) (7) 1.2DL+1LL-1.6WL 48.6 1. .005 2.577 1. .049

ASCE 5 (8) 1.2DL+1LL+1EL+1OL1 48.6 1. .024 2.577 1. .226ASCE 5 (9) 1.2DL+1LL-1EL-1OL1 48.6 1. .132 2.577 1. .048ASCE 6 (10) .9DL+1.6WL 48.6 1. .006 2.577 1. .058ASCE 6 (11) .9DL-1.6WL 48.6 1. .002 2.577 1. .024ASCE 7 (12) .9DL+1EL+1OL1 48.6 1. .022 2.577 1. .201ASCE 7 (13) .9DL-1EL-1OL1 48.6 1. .167 2.577 1. .06

RISABase Version 2.02 [C:\Users\DanielCruz\Desktop\DISEO PLACA BASE\Placa base punto 507.rbs] Page 1



Bearing Contours

.162(ksi)0.

1.4DLAllowable

U.C.: 2.577 ksi: .063

.189(ksi)0.

1.2DL+1.6LLAllowable

U.C.: 2.577 ksi: .073

.14(ksi)0.

1.2DLAllowable

U.C.: 2.577 ksi: .054

.162(ksi)0.

1.2DL+.8WLAllowable

U.C.: 2.577 ksi: .063

.117(ksi)0.

1.2DL-.8WLAllowable

U.C.: 2.577 ksi: .045

.215(ksi)0.

1.2DL+1LL+1.6WLAllowable

U.C.: 2.577 ksi: .083

.126(ksi)0.

1.2DL+1LL-1.6WLAllowable

U.C.: 2.577 ksi: .049

.582(ksi)0.

1.2DL+1LL+1EL+1OL1Allowable

U.C.: 2.577 ksi: .226

.125(ksi)0.

1.2DL+1LL-1EL-1OL1Allowable

U.C.: 2.577 ksi: .048

.15(ksi)0.

.9DL+1.6WLAllowable

U.C.: 2.577 ksi: .058

.062(ksi)0.

.9DL-1.6WLAllowable

U.C.: 2.577 ksi: .024

.518(ksi)0.

.9DL+1EL+1OL1Allowable

U.C.: 2.577 ksi: .201

.156(ksi)0.

.9DL-1EL-1OL1Allowable

U.C.: 2.577 ksi: .06

Base Plate Stress Contour

.321(ksi).004

1.4DLAllowable

U.C.: 48.6 ksi: .007

.377(ksi).005

1.2DL+1.6LLAllowable

U.C.: 48.6 ksi: .008

.275(ksi).004

1.2DLAllowable

U.C.: 48.6 ksi: .006




Base Plate Stress Contours (continued)

.32(ksi).004

1.2DL+.8WLAllowable

U.C.: 48.6 ksi: .007

.222(ksi).000204105

1.2DL-.8WLAllowable

U.C.: 48.6 ksi: .005

.429(ksi).006

1.2DL+1LL+1.6WLAllowable

U.C.: 48.6 ksi: .009

.248(ksi).003

1.2DL+1LL-1.6WLAllowable

U.C.: 48.6 ksi: .005

1.186(ksi).015

1.2DL+1LL+1EL+1OL1Allowable

U.C.: 48.6 ksi: .024

6.436(ksi)0.

1.2DL+1LL-1EL-1OL1Allowable

U.C.: 48.6 ksi: .132

.297(ksi).004

.9DL+1.6WLAllowable

U.C.: 48.6 ksi: .006

.111(ksi)8.67391e-5

.9DL-1.6WLAllowable

U.C.: 48.6 ksi: .002

1.053(ksi).014

.9DL+1EL+1OL1Allowable

U.C.: 48.6 ksi: .022

8.113(ksi)0.

.9DL-1EL-1OL1Allowable

U.C.: 48.6 ksi: .167




Anchor Bolt Results

Combination Load Sets Bolt Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) UnityASCE 1 (1) 1.4DL 1 0. -.084 .112 43.5 0. 29. .317 .015 (S)

2 0. -.084 .112 43.5 0. 29. .317 .015 (S)3 0. -.084 .112 43.5 0. 29. .317 .015 (S)4 .04 -.084 .112 43.5 .09 29. .317 .015 (S)5 .04 -.084 .112 43.5 .09 29. .317 .015 (S)6 0. -.084 .112 43.5 0. 29. .317 .015 (S)7 0. -.084 .112 43.5 0. 29. .317 .015 (S)8 0. -.084 .112 43.5 0. 29. .317 .015 (S)

ASCE 2 (a) (2) 1.2DL+1.6LL 1 0. -.142 .07 43.5 0. 29. .358 .016 (S)2 0. -.142 .07 43.5 0. 29. .358 .016 (S)3 0. -.142 .07 43.5 0. 29. .358 .016 (S)4 .048 -.142 .07 43.5 .109 29. .358 .016 (S)5 .048 -.142 .07 43.5 .109 29. .358 .016 (S)6 0. -.142 .07 43.5 0. 29. .358 .016 (S)7 0. -.142 .07 43.5 0. 29. .358 .016 (S)8 0. -.142 .07 43.5 0. 29. .358 .016 (S)

ASCE 3 (a) (3) 1.2DL 1 0. -.072 .096 43.5 0. 29. .272 .012 (S)2 0. -.072 .096 43.5 0. 29. .272 .012 (S)3 0. -.072 .096 43.5 0. 29. .272 .012 (S)4 .033 -.072 .096 43.5 .075 29. .272 .012 (S)5 .033 -.072 .096 43.5 .075 29. .272 .012 (S)6 0. -.072 .096 43.5 0. 29. .272 .012 (S)7 0. -.072 .096 43.5 0. 29. .272 .012 (S)8 0. -.072 .096 43.5 0. 29. .272 .012 (S)

ASCE 3 (b) (4) 1.2DL+.8WL 1 0. .98 .1 43.5 0. 29. 2.23 .103 (S)2 0. .98 .1 43.5 0. 29. 2.23 .103 (S)3 0. .98 .1 43.5 0. 29. 2.23 .103 (S)4 .04 .98 .1 43.5 .09 29. 2.23 .103 (S)5 .04 .98 .1 43.5 .09 29. 2.23 .103 (S)6 0. .98 .1 43.5 0. 29. 2.23 .103 (S)7 0. .98 .1 43.5 0. 29. 2.23 .103 (S)8 0. .98 .1 43.5 0. 29. 2.23 .103 (S)

ASCE 3 (b) (5) 1.2DL-.8WL 1 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)2 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)3 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)4 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)5 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)6 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)7 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)8 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)

ASCE 4 (a) (6) 1.2DL+1LL+1.6WL 1 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)2 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)3 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)4 .056 1.988 .088 43.5 .126 29. 4.505 .207 (S)5 .056 1.988 .088 43.5 .126 29. 4.505 .207 (S)6 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)7 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)8 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)

ASCE 4 (a) (7) 1.2DL+1LL-1.6WL 1 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)2 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)3 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)4 .029 -2.22 .072 43.5 .066 29. 5.027 .231 (S)5 .029 -2.22 .072 43.5 .066 29. 5.027 .231 (S)6 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)7 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)8 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)

ASCE 5 (8) 1.2DL+1LL+1EL+1OL1 1 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)2 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)3 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)4 .166 -.078 1.316 43.5 .375 29. 2.984 .137 (S)5 .166 -.078 1.316 43.5 .375 29. 2.984 .137 (S)6 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)7 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)8 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)




Anchor Bolt Results (continued)

Combination Load Sets Bolt Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) UnityASCE 5 (9) 1.2DL+1LL-1EL-1OL1 1 4.629 -.153 -1.156 43.5 10.478 29. 2.641 .321 (T)

2 4.026 -.153 -1.156 43.5 9.113 29. 2.641 .279 (T)3 4.629 -.153 -1.156 43.5 10.477 29. 2.641 .321 (T)4 1.432 -.153 -1.156 43.5 3.241 29. 2.641 .121 (S)5 1.432 -.153 -1.156 43.5 3.24 29. 2.641 .121 (S)6 4.63 -.153 -1.156 43.5 10.479 29. 2.641 .321 (T)7 4.026 -.153 -1.156 43.5 9.113 29. 2.641 .279 (T)8 4.629 -.153 -1.156 43.5 10.477 29. 2.641 .321 (T)

ASCE 6 (10) .9DL+1.6WL 1 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)2 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)3 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)4 .036 2.05 .08 43.5 .082 29. 4.644 .214 (S)5 .036 2.05 .08 43.5 .082 29. 4.644 .214 (S)6 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)7 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)8 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)

ASCE 6 (11) .9DL-1.6WL 1 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)2 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)3 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)4 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)5 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)6 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)7 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)8 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)

ASCE 7 (12) .9DL+1EL+1OL1 1 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)2 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)3 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)4 .146 -.016 1.308 43.5 .331 29. 2.961 .136 (S)5 .146 -.016 1.308 43.5 .331 29. 2.961 .136 (S)6 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)7 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)8 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)

ASCE 7 (13) .9DL-1EL-1OL1 1 5.838 -.091 -1.164 43.5 13.213 29. 2.643 .405 (T)2 5.077 -.091 -1.164 43.5 11.491 29. 2.643 .352 (T)3 5.837 -.091 -1.164 43.5 13.211 29. 2.643 .405 (T)4 1.807 -.091 -1.164 43.5 4.09 29. 2.643 .125 (T)5 1.806 -.091 -1.164 43.5 4.089 29. 2.643 .125 (T)6 5.838 -.091 -1.164 43.5 13.214 29. 2.643 .405 (T)7 5.077 -.091 -1.164 43.5 11.492 29. 2.643 .352 (T)8 5.837 -.091 -1.164 43.5 13.212 29. 2.643 .405 (T)

Anchor Bolt Results (Pullout LCs)

Combination Load Sets Bolt Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) UnityASCE 1 (1) 1.4DL 1 0. -.084 .112 43.5 0. 29. .317 .015 (S)

2 0. -.084 .112 43.5 0. 29. .317 .015 (S)3 0. -.084 .112 43.5 0. 29. .317 .015 (S)4 .04 -.084 .112 43.5 .09 29. .317 .015 (S)5 .04 -.084 .112 43.5 .09 29. .317 .015 (S)6 0. -.084 .112 43.5 0. 29. .317 .015 (S)7 0. -.084 .112 43.5 0. 29. .317 .015 (S)8 0. -.084 .112 43.5 0. 29. .317 .015 (S)

ASCE 2 (a) (2) 1.2DL+1.6LL 1 0. -.142 .07 43.5 0. 29. .358 .016 (S)2 0. -.142 .07 43.5 0. 29. .358 .016 (S)3 0. -.142 .07 43.5 0. 29. .358 .016 (S)4 .048 -.142 .07 43.5 .109 29. .358 .016 (S)5 .048 -.142 .07 43.5 .109 29. .358 .016 (S)6 0. -.142 .07 43.5 0. 29. .358 .016 (S)7 0. -.142 .07 43.5 0. 29. .358 .016 (S)8 0. -.142 .07 43.5 0. 29. .358 .016 (S)





Combination Load Sets Bolt Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) UnityASCE 3 (a) (3) 1.2DL 1 0. -.072 .096 43.5 0. 29. .272 .012 (S)

2 0. -.072 .096 43.5 0. 29. .272 .012 (S)3 0. -.072 .096 43.5 0. 29. .272 .012 (S)4 .033 -.072 .096 43.5 .075 29. .272 .012 (S)5 .033 -.072 .096 43.5 .075 29. .272 .012 (S)6 0. -.072 .096 43.5 0. 29. .272 .012 (S)7 0. -.072 .096 43.5 0. 29. .272 .012 (S)8 0. -.072 .096 43.5 0. 29. .272 .012 (S)

ASCE 3 (b) (4) 1.2DL+.8WL 1 0. .98 .1 43.5 0. 29. 2.23 .103 (S)2 0. .98 .1 43.5 0. 29. 2.23 .103 (S)3 0. .98 .1 43.5 0. 29. 2.23 .103 (S)4 .04 .98 .1 43.5 .09 29. 2.23 .103 (S)5 .04 .98 .1 43.5 .09 29. 2.23 .103 (S)6 0. .98 .1 43.5 0. 29. 2.23 .103 (S)7 0. .98 .1 43.5 0. 29. 2.23 .103 (S)8 0. .98 .1 43.5 0. 29. 2.23 .103 (S)

ASCE 3 (b) (5) 1.2DL-.8WL 1 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)2 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)3 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)4 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)5 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)6 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)7 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)8 0. -1.124 .092 43.5 0. 29. 2.553 .117 (S)

ASCE 4 (a) (6) 1.2DL+1LL+1.6WL 1 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)2 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)3 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)4 .056 1.988 .088 43.5 .126 29. 4.505 .207 (S)5 .056 1.988 .088 43.5 .126 29. 4.505 .207 (S)6 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)7 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)8 0. 1.988 .088 43.5 0. 29. 4.505 .207 (S)

ASCE 4 (a) (7) 1.2DL+1LL-1.6WL 1 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)2 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)3 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)4 .029 -2.22 .072 43.5 .066 29. 5.027 .231 (S)5 .029 -2.22 .072 43.5 .066 29. 5.027 .231 (S)6 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)7 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)8 0. -2.22 .072 43.5 0. 29. 5.027 .231 (S)

ASCE 5 (8) 1.2DL+1LL+1EL+1OL1 1 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)2 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)3 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)4 .166 -.078 1.316 43.5 .375 29. 2.984 .137 (S)5 .166 -.078 1.316 43.5 .375 29. 2.984 .137 (S)6 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)7 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)8 0. -.078 1.316 43.5 0. 29. 2.984 .137 (S)

ASCE 5 (9) 1.2DL+1LL-1EL-1OL1 1 4.629 -.153 -1.156 43.5 10.478 29. 2.641 .321 (T)2 4.026 -.153 -1.156 43.5 9.113 29. 2.641 .279 (T)3 4.629 -.153 -1.156 43.5 10.477 29. 2.641 .321 (T)4 1.432 -.153 -1.156 43.5 3.241 29. 2.641 .121 (S)5 1.432 -.153 -1.156 43.5 3.24 29. 2.641 .121 (S)6 4.63 -.153 -1.156 43.5 10.479 29. 2.641 .321 (T)7 4.026 -.153 -1.156 43.5 9.113 29. 2.641 .279 (T)8 4.629 -.153 -1.156 43.5 10.477 29. 2.641 .321 (T)

ASCE 6 (10) .9DL+1.6WL 1 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)2 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)3 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)4 .036 2.05 .08 43.5 .082 29. 4.644 .214 (S)5 .036 2.05 .08 43.5 .082 29. 4.644 .214 (S)6 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)7 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)8 0. 2.05 .08 43.5 0. 29. 4.644 .214 (S)





Combination Load Sets Bolt Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) UnityASCE 6 (11) .9DL-1.6WL 1 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)

2 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)3 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)4 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)5 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)6 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)7 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)8 0. -2.158 .064 43.5 0. 29. 4.887 .225 (S)

ASCE 7 (12) .9DL+1EL+1OL1 1 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)2 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)3 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)4 .146 -.016 1.308 43.5 .331 29. 2.961 .136 (S)5 .146 -.016 1.308 43.5 .331 29. 2.961 .136 (S)6 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)7 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)8 0. -.016 1.308 43.5 0. 29. 2.961 .136 (S)

ASCE 7 (13) .9DL-1EL-1OL1 1 5.838 -.091 -1.164 43.5 13.213 29. 2.643 .405 (T)2 5.077 -.091 -1.164 43.5 11.491 29. 2.643 .352 (T)3 5.837 -.091 -1.164 43.5 13.211 29. 2.643 .405 (T)4 1.807 -.091 -1.164 43.5 4.09 29. 2.643 .125 (T)5 1.806 -.091 -1.164 43.5 4.089 29. 2.643 .125 (T)6 5.838 -.091 -1.164 43.5 13.214 29. 2.643 .405 (T)7 5.077 -.091 -1.164 43.5 11.492 29. 2.643 .352 (T)8 5.837 -.091 -1.164 43.5 13.212 29. 2.643 .405 (T)

Load Combinations

LC Combination Load Sets1 ASCE 1 1.4DL2 ASCE 2 (a) 1.2DL+1.6LL3 ASCE 3 (a) 1.2DL4 ASCE 3 (b) 1.2DL+.8WL5 ASCE 3 (b) 1.2DL-.8WL6 ASCE 4 (a) 1.2DL+1LL+1.6WL7 ASCE 4 (a) 1.2DL+1LL-1.6WL8 ASCE 5 1.2DL+1LL+1EL+1OL19 ASCE 5 1.2DL+1LL-1EL-1OL110 ASCE 6 .9DL+1.6WL11 ASCE 6 .9DL-1.6WL12 ASCE 7 .9DL+1EL+1OL113 ASCE 7 .9DL-1EL-1OL1

Anchor Bolt Pullout Capacity Results

Note: All capacities shown include phi factors

Single Bolt: Tension Capacity

LC Bolt Tens.(k) Nsa(k) Ncb(k) Npn(k) Nsb(k) Unity Seismic Load(k) Steel(in2)1 1 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.

2 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.3 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.4 .04 14.529 24.15 30.576 0. .003 N.A. 0. 0.5 .04 14.529 24.15 30.576 0. .003 N.A. 0. 0.6 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.7 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.8 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.

2 1 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.2 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.3 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.4 .048 14.529 24.15 30.576 0. .003 N.A. 0. 0.5 .048 14.529 24.15 30.576 0. .003 N.A. 0. 0.6 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.7 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.8 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.




Single Bolt: Tension Capacity (continued)


2 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.3 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.4 .033 14.529 24.15 30.576 0. .002 N.A. 0. 0.5 .033 14.529 24.15 30.576 0. .002 N.A. 0. 0.6 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.7 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.8 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.


5 1 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.2 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.3 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.4 0. 14.529 24.15 30.576 0. 0. N.A. 0. 0.5 0. 14.529 24.15 30.576 0. 0. N.A. 0. 0.6 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.7 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.8 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.



8 1 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.2 0. 10.897 15.395 22.932 0. 0. N.A. 0. 0.3 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.4 .166 10.897 18.112 22.932 0. .015 Ductile 0. 0.5 .166 10.897 18.112 22.932 0. .015 Ductile 0. 0.6 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.7 0. 10.897 15.395 22.932 0. 0. N.A. 0. 0.8 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.

9 1 4.629 10.897 14.852 22.932 0. .425 Ductile 0. 0.2 4.026 10.897 15.395 22.932 0. .369 Ductile 0. 0.3 4.629 10.897 14.852 22.932 0. .425 Ductile 0. 0.4 1.432 10.897 18.112 22.932 0. .131 Ductile 0. 0.5 1.432 10.897 18.112 22.932 0. .131 Ductile 0. 0.6 4.63 10.897 14.852 22.932 0. .425 Ductile 0. 0.7 4.026 10.897 15.395 22.932 0. .369 Ductile 0. 0.8 4.629 10.897 14.852 22.932 0. .425 Ductile 0. 0.





Single Bolt: Tension Capacity (continued)


2 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.3 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.4 0. 14.529 24.15 30.576 0. 0. N.A. 0. 0.5 0. 14.529 24.15 30.576 0. 0. N.A. 0. 0.6 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.7 0. 14.529 20.527 30.576 0. 0. N.A. 0. 0.8 0. 14.529 19.803 30.576 0. 0. N.A. 0. 0.

12 1 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.2 0. 10.897 15.395 22.932 0. 0. N.A. 0. 0.3 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.4 .146 10.897 18.112 22.932 0. .013 Ductile 0. 0.5 .146 10.897 18.112 22.932 0. .013 Ductile 0. 0.6 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.7 0. 10.897 15.395 22.932 0. 0. N.A. 0. 0.8 0. 10.897 14.852 22.932 0. 0. N.A. 0. 0.

13 1 5.838 10.897 14.852 22.932 0. .536 Ductile 0. 0.2 5.077 10.897 15.395 22.932 0. .466 Ductile 0. 0.3 5.837 10.897 14.852 22.932 0. .536 Ductile 0. 0.4 1.807 10.897 18.112 22.932 0. .166 Ductile 0. 0.5 1.806 10.897 18.112 22.932 0. .166 Ductile 0. 0.6 5.838 10.897 14.852 22.932 0. .536 Ductile 0. 0.7 5.077 10.897 15.395 22.932 0. .466 Ductile 0. 0.8 5.837 10.897 14.852 22.932 0. .536 Ductile 0. 0.

Single Bolt: Shear Capacity

LC Bolt Vx (k) Vz (k) Vsa(k) VcbXx(k) VcbXz(k) VcbZz(k) VcbZx(k) Vcp (k) VxUnity VzUnity1 1 -.084 .112 7.555 15.133 16.939 16.338 20.711 39.606 .011 .015

2 -.084 .112 7.555 13.528 17.936 17.259 33.82 41.054 .011 .0153 -.084 .112 7.555 8.802 16.939 16.338 20.711 39.606 .011 .0154 -.084 .112 7.555 16.597 33.82 14.092 27.614 48.299 .011 .0155 -.084 .112 7.555 13.807 33.82 14.092 27.614 48.299 .011 .0156 -.084 .112 7.555 15.133 16.939 8.187 20.711 39.606 .011 .0157 -.084 .112 7.555 13.528 17.936 8.968 33.82 41.054 .011 .0158 -.084 .112 7.555 8.802 16.939 8.187 20.711 39.606 .011 .015

2 1 -.142 .07 7.555 15.133 16.939 16.338 20.711 39.606 .019 .0092 -.142 .07 7.555 13.528 17.936 17.259 33.82 41.054 .019 .0093 -.142 .07 7.555 8.802 16.939 16.338 20.711 39.606 .019 .0094 -.142 .07 7.555 16.597 33.82 14.092 27.614 48.299 .019 .0095 -.142 .07 7.555 13.807 33.82 14.092 27.614 48.299 .019 .0096 -.142 .07 7.555 15.133 16.939 8.187 20.711 39.606 .019 .0097 -.142 .07 7.555 13.528 17.936 8.968 33.82 41.054 .019 .0098 -.142 .07 7.555 8.802 16.939 8.187 20.711 39.606 .019 .009

3 1 -.072 .096 7.555 15.133 16.939 16.338 20.711 39.606 .01 .0132 -.072 .096 7.555 13.528 17.936 17.259 33.82 41.054 .01 .0133 -.072 .096 7.555 8.802 16.939 16.338 20.711 39.606 .01 .0134 -.072 .096 7.555 16.597 33.82 14.092 27.614 48.299 .01 .0135 -.072 .096 7.555 13.807 33.82 14.092 27.614 48.299 .01 .0136 -.072 .096 7.555 15.133 16.939 8.187 20.711 39.606 .01 .0137 -.072 .096 7.555 13.528 17.936 8.968 33.82 41.054 .01 .0138 -.072 .096 7.555 8.802 16.939 8.187 20.711 39.606 .01 .013

4 1 .98 .1 7.555 8.802 16.939 16.338 20.711 39.606 .13 .0132 .98 .1 7.555 13.528 17.936 17.259 33.82 41.054 .13 .0133 .98 .1 7.555 15.133 16.939 16.338 20.711 39.606 .13 .0134 .98 .1 7.555 13.807 33.82 14.092 27.614 48.299 .13 .0135 .98 .1 7.555 16.597 33.82 14.092 27.614 48.299 .13 .0136 .98 .1 7.555 8.802 16.939 8.187 20.711 39.606 .13 .0137 .98 .1 7.555 13.528 17.936 8.968 33.82 41.054 .13 .0138 .98 .1 7.555 15.133 16.939 8.187 20.711 39.606 .13 .013




Single Bolt: Shear Capacity (continued)

LC Bolt Vx (k) Vz (k) Vsa(k) VcbXx(k) VcbXz(k) VcbZz(k) VcbZx(k) Vcp (k) VxUnity VzUnity5 1 -1.124 .092 7.555 15.133 16.939 16.338 20.711 39.606 .149 .012

2 -1.124 .092 7.555 13.528 17.936 17.259 33.82 41.054 .149 .0123 -1.124 .092 7.555 8.802 16.939 16.338 20.711 39.606 .149 .0124 -1.124 .092 7.555 16.597 33.82 14.092 27.614 48.299 .149 .0125 -1.124 .092 7.555 13.807 33.82 14.092 27.614 48.299 .149 .0126 -1.124 .092 7.555 15.133 16.939 8.187 20.711 39.606 .149 .0127 -1.124 .092 7.555 13.528 17.936 8.968 33.82 41.054 .149 .0128 -1.124 .092 7.555 8.802 16.939 8.187 20.711 39.606 .149 .012

6 1 1.988 .088 7.555 8.802 16.939 16.338 20.711 39.606 .263 .0122 1.988 .088 7.555 13.528 17.936 17.259 33.82 41.054 .263 .0123 1.988 .088 7.555 15.133 16.939 16.338 20.711 39.606 .263 .0124 1.988 .088 7.555 13.807 33.82 14.092 27.614 48.299 .263 .0125 1.988 .088 7.555 16.597 33.82 14.092 27.614 48.299 .263 .0126 1.988 .088 7.555 8.802 16.939 8.187 20.711 39.606 .263 .0127 1.988 .088 7.555 13.528 17.936 8.968 33.82 41.054 .263 .0128 1.988 .088 7.555 15.133 16.939 8.187 20.711 39.606 .263 .012

7 1 -2.22 .072 7.555 15.133 16.939 16.338 20.711 39.606 .294 .0092 -2.22 .072 7.555 13.528 17.936 17.259 33.82 41.054 .294 .0093 -2.22 .072 7.555 8.802 16.939 16.338 20.711 39.606 .294 .0094 -2.22 .072 7.555 16.597 33.82 14.092 27.614 48.299 .294 .0095 -2.22 .072 7.555 13.807 33.82 14.092 27.614 48.299 .294 .0096 -2.22 .072 7.555 15.133 16.939 8.187 20.711 39.606 .294 .0097 -2.22 .072 7.555 13.528 17.936 8.968 33.82 41.054 .294 .0098 -2.22 .072 7.555 8.802 16.939 8.187 20.711 39.606 .294 .009

8 1 -.078 1.316 5.666 11.35 12.705 12.254 15.533 29.704 .014 .2322 -.078 1.316 5.666 10.146 13.452 12.944 25.365 30.791 .014 .2323 -.078 1.316 5.666 6.601 12.705 12.254 15.533 29.704 .014 .2324 -.078 1.316 5.666 12.448 25.365 10.569 20.711 36.224 .014 .2325 -.078 1.316 5.666 10.355 25.365 10.569 20.711 36.224 .014 .2326 -.078 1.316 5.666 11.35 12.705 6.141 15.533 29.704 .014 .2327 -.078 1.316 5.666 10.146 13.452 6.726 25.365 30.791 .014 .2328 -.078 1.316 5.666 6.601 12.705 6.141 15.533 29.704 .014 .232

9 1 -.153 -1.156 5.666 11.35 12.705 6.141 15.533 29.704 .027 .2042 -.153 -1.156 5.666 10.146 13.452 6.726 25.365 30.791 .027 .2043 -.153 -1.156 5.666 6.601 12.705 6.141 15.533 29.704 .027 .2044 -.153 -1.156 5.666 12.448 25.365 10.569 20.711 36.224 .027 .2045 -.153 -1.156 5.666 10.355 25.365 10.569 20.711 36.224 .027 .2046 -.153 -1.156 5.666 11.35 12.705 12.254 15.533 29.704 .027 .2047 -.153 -1.156 5.666 10.146 13.452 12.944 25.365 30.791 .027 .2048 -.153 -1.156 5.666 6.601 12.705 12.254 15.533 29.704 .027 .204

10 1 2.05 .08 7.555 8.802 16.939 16.338 20.711 39.606 .271 .0112 2.05 .08 7.555 13.528 17.936 17.259 33.82 41.054 .271 .0113 2.05 .08 7.555 15.133 16.939 16.338 20.711 39.606 .271 .0114 2.05 .08 7.555 13.807 33.82 14.092 27.614 48.299 .271 .0115 2.05 .08 7.555 16.597 33.82 14.092 27.614 48.299 .271 .0116 2.05 .08 7.555 8.802 16.939 8.187 20.711 39.606 .271 .0117 2.05 .08 7.555 13.528 17.936 8.968 33.82 41.054 .271 .0118 2.05 .08 7.555 15.133 16.939 8.187 20.711 39.606 .271 .011

11 1 -2.158 .064 7.555 15.133 16.939 16.338 20.711 39.606 .286 .0082 -2.158 .064 7.555 13.528 17.936 17.259 33.82 41.054 .286 .0083 -2.158 .064 7.555 8.802 16.939 16.338 20.711 39.606 .286 .0084 -2.158 .064 7.555 16.597 33.82 14.092 27.614 48.299 .286 .0085 -2.158 .064 7.555 13.807 33.82 14.092 27.614 48.299 .286 .0086 -2.158 .064 7.555 15.133 16.939 8.187 20.711 39.606 .286 .0087 -2.158 .064 7.555 13.528 17.936 8.968 33.82 41.054 .286 .0088 -2.158 .064 7.555 8.802 16.939 8.187 20.711 39.606 .286 .008

12 1 -.016 1.308 5.666 11.35 12.705 12.254 15.533 29.704 .003 .2312 -.016 1.308 5.666 10.146 13.452 12.944 25.365 30.791 .003 .2313 -.016 1.308 5.666 6.601 12.705 12.254 15.533 29.704 .003 .2314 -.016 1.308 5.666 12.448 25.365 10.569 20.711 36.224 .003 .2315 -.016 1.308 5.666 10.355 25.365 10.569 20.711 36.224 .003 .2316 -.016 1.308 5.666 11.35 12.705 6.141 15.533 29.704 .003 .2317 -.016 1.308 5.666 10.146 13.452 6.726 25.365 30.791 .003 .2318 -.016 1.308 5.666 6.601 12.705 6.141 15.533 29.704 .003 .231




Single Bolt: Shear Capacity (continued)

LC Bolt Vx (k) Vz (k) Vsa(k) VcbXx(k) VcbXz(k) VcbZz(k) VcbZx(k) Vcp (k) VxUnity VzUnity13 1 -.091 -1.164 5.666 11.35 12.705 6.141 15.533 29.704 .016 .205

2 -.091 -1.164 5.666 10.146 13.452 6.726 25.365 30.791 .016 .2053 -.091 -1.164 5.666 6.601 12.705 6.141 15.533 29.704 .016 .2054 -.091 -1.164 5.666 12.448 25.365 10.569 20.711 36.224 .016 .2055 -.091 -1.164 5.666 10.355 25.365 10.569 20.711 36.224 .016 .2056 -.091 -1.164 5.666 11.35 12.705 12.254 15.533 29.704 .016 .2057 -.091 -1.164 5.666 10.146 13.452 12.944 25.365 30.791 .016 .2058 -.091 -1.164 5.666 6.601 12.705 12.254 15.533 29.704 .016 .205

Single Bolt: Shear Capacity Seismic & Reinforcement

LC Bolt Vx (k) Vz (k) VxUnity VzUnity Vx-Sei Vx-L(k) Vx-St(in2) Vz-Sei Vz-L(k) Vz-St(in2)1 1 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.

2 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.3 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.4 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.5 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.6 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.7 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.8 -.084 .112 .011 .015 N.A. 0. 0. N.A. 0. 0.

2 1 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.2 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.3 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.4 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.5 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.6 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.7 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.8 -.142 .07 .019 .009 N.A. 0. 0. N.A. 0. 0.

3 1 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.2 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.3 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.4 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.5 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.6 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.7 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.8 -.072 .096 .01 .013 N.A. 0. 0. N.A. 0. 0.

4 1 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.2 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.3 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.4 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.5 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.6 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.7 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.8 .98 .1 .13 .013 N.A. 0. 0. N.A. 0. 0.

5 1 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.2 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.3 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.4 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.5 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.6 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.7 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.8 -1.124 .092 .149 .012 N.A. 0. 0. N.A. 0. 0.

6 1 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.2 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.3 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.4 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.5 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.6 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.7 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.8 1.988 .088 .263 .012 N.A. 0. 0. N.A. 0. 0.




Single Bolt: Shear Capacity Seismic & Reinforcement (continued)

LC Bolt Vx (k) Vz (k) VxUnity VzUnity Vx-Sei Vx-L(k) Vx-St(in2) Vz-Sei Vz-L(k) Vz-St(in2)7 1 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.

2 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.3 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.4 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.5 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.6 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.7 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.8 -2.22 .072 .294 .009 N.A. 0. 0. N.A. 0. 0.

8 1 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.2 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.3 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.4 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.5 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.6 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.7 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.8 -.078 1.316 .014 .232 Ductile 0. 0. Ductile 0. 0.

9 1 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.2 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.3 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.4 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.5 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.6 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.7 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.8 -.153 -1.156 .027 .204 Ductile 0. 0. Ductile 0. 0.

10 1 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.2 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.3 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.4 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.5 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.6 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.7 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.8 2.05 .08 .271 .011 N.A. 0. 0. N.A. 0. 0.

11 1 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.2 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.3 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.4 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.5 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.6 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.7 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.8 -2.158 .064 .286 .008 N.A. 0. 0. N.A. 0. 0.

12 1 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.2 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.3 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.4 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.5 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.6 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.7 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.8 -.016 1.308 .003 .231 Ductile 0. 0. Ductile 0. 0.

13 1 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.2 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.3 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.4 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.5 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.6 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.7 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.8 -.091 -1.164 .016 .205 Ductile 0. 0. Ductile 0. 0.

Single Bolt: Combined Tension and Shear Capacity

LC Bolt Nn(k) Vnx(k) Vnz(k) SRSS Interaction




Single Bolt: Combined Tension and Shear Capacity (continued)

LC Bolt Nn(k) Vnx(k) Vnz(k) SRSS Interaction1 1 14.529 7.555 7.555 .019 N.A.

2 14.529 7.555 7.555 .019 N.A.3 14.529 7.555 7.555 .019 N.A.4 14.529 7.555 7.555 .021 N.A.5 14.529 7.555 7.555 .021 N.A.6 14.529 7.555 7.555 .019 N.A.7 14.529 7.555 7.555 .019 N.A.8 14.529 7.555 7.555 .019 N.A.

2 1 14.529 7.555 7.555 .021 N.A.2 14.529 7.555 7.555 .021 N.A.3 14.529 7.555 7.555 .021 N.A.4 14.529 7.555 7.555 .024 N.A.5 14.529 7.555 7.555 .024 N.A.6 14.529 7.555 7.555 .021 N.A.7 14.529 7.555 7.555 .021 N.A.8 14.529 7.555 7.555 .021 N.A.










Single Bolt: Combined Tension and Shear Capacity (continued)

LC Bolt Nn(k) Vnx(k) Vnz(k) SRSS Interaction9 1 10.897 5.666 5.666 .631 .656

2 10.897 5.666 5.666 .575 .6013 10.897 5.666 5.666 .631 .6564 10.897 5.666 5.666 .337 N.A.5 10.897 5.666 5.666 .337 N.A.6 10.897 5.666 5.666 .631 .6567 10.897 5.666 5.666 .575 .6018 10.897 5.666 5.666 .631 .656




13 1 10.897 5.666 5.666 .742 .7572 10.897 5.666 5.666 .672 .6883 10.897 5.666 5.666 .742 .7574 10.897 5.666 5.666 .372 N.A.5 10.897 5.666 5.666 .372 N.A.6 10.897 5.666 5.666 .742 .7577 10.897 5.666 5.666 .672 .6888 10.897 5.666 5.666 .742 .757


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