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The connection shown consist of 10 – A490 bolts and is attached to the column flange. The bolts are subject to shear and tension in a bearing – type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a. Investigate the adequacy of the bolts if P = 300 kN. b. Determine the safe value of P.

The connection shown consist of 10 – A490 bolts and is attached to the column flange. The bolts are subject to shear and tension in a bearing – type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a. Investigate the adequacy of the bolts if P = 300 kN. b. Determine the safe value of P.

Structural Analysis
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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The connection shown consist of 10 – A490 bolts and is attached to the column flange. The
bolts are subject to shear and tension in a bearing – type connection with no threads in the
shear plane. Assume the strength of column flange and the plates does not govern the
strength.
a. Investigate the adequacy of the bolts if P = 300 kN.
b. Determine the safe value of P.

1. The connection shown consist of 10 - A490 bolts and is attached to the column flange. The bolts are subject to shear and tension in a bearing - type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a. Investigate the adequacy of the bolts if P = 300 kN. b. Determine the safe value of P. 200 mm W shape P. 75 mm 75 mm 中 375 mm 75 mm 75 mm 22 mmo bolt 250 mm
Transcribed Image Text:1. The connection shown consist of 10 - A490 bolts and is attached to the column flange. The bolts are subject to shear and tension in a bearing - type connection with no threads in the shear plane. Assume the strength of column flange and the plates does not govern the strength. a. Investigate the adequacy of the bolts if P = 300 kN. b. Determine the safe value of P. 200 mm W shape P. 75 mm 75 mm 中 375 mm 75 mm 75 mm 22 mmo bolt 250 mm
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