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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.5.3P
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