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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

(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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Step 2: Calculation of tensile yielding strength of plate

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Step 3: Calculation of tensile rupture strength of plate

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Step 4: Calculation of bearing strength of bolts

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Step 5: Calculation of shearing strength of bolts

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