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The connection is shown consists of 10 A490 bolts and is attached to the column flange. The bolts are subject to shear and tension

The connection is shown consists 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.

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