1. The connection shown consist of 10-A490 bolts and isattached 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 75 mm 75 mm 375 mm 75 mm 75 mm 22 mm O bolt 250 mm

1. The connection shown consist of 10-A490 bolts and isattached 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 75 mm 75 mm 375 mm 75 mm 75 mm 22 mm O bolt 250 mm

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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Solve( b) part only in 2 hour plz solve this perfectly this id mecahnical emgeering question so plz don't reject it.
column section =ISEB500 bracket plate thickness=11mm p=450KN E=270mm p=5mm bolt size =M20