Determine the LRFD design tensile strength and the ASD allowable tensile strength for the bearing-type connection as shown below. The steel is Fy = 36 ksi and Fu = 58 ksi, the bolts are 34 -inch diameter A325, the holes are standard sizes and threads are not excluded from shear plane. Assume deformation at bolt holes are a design consideration, ignore the block shear mode and bolts are snug-tight.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(2) Determine the LRFD design tensile strength and the ASD allowable tensile
strength for the bearing-type connection as shown below. The steel is Fy =
36 ksi and Fu = 58 ksi, the bolts are ¾ -inch diameter A325, the holes are
standard sizes and threads are not excluded from shear plane. Assume
deformation at bolt holes are a design consideration, ignore the block shear
mode and bolts are snug-tight.
P/2-
PL 1 x 12
P/2E
PL 1 x 12
2 in
3 in
O
O
O
3 in 2 in
13 in
[3 in
13 in
13 in
PL 1 X 12
P
Transcribed Image Text:(2) Determine the LRFD design tensile strength and the ASD allowable tensile strength for the bearing-type connection as shown below. The steel is Fy = 36 ksi and Fu = 58 ksi, the bolts are ¾ -inch diameter A325, the holes are standard sizes and threads are not excluded from shear plane. Assume deformation at bolt holes are a design consideration, ignore the block shear mode and bolts are snug-tight. P/2- PL 1 x 12 P/2E PL 1 x 12 2 in 3 in O O O 3 in 2 in 13 in [3 in 13 in 13 in PL 1 X 12 P
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