A typical method of temporarily securing a steel beam onto a column is by using a seat angle with bolts through the column flange. Two 12-mm-diameter bolts are used to fasten the 10-mm thick seat angle to the column. The bolts must carry the beam load of 22 kN in single shear. Determine the average shear stress developed in each bolt and the average bearing stress developed between a bolt and the seat angle.

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A: Given data as per the question Applied load =370 KN Average shear stress =200Mpa

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A: Data given-  P = 20000 lb  a = 0.4 in  Shear strength = 145 psi  w = 8 in

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A: Given data