Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The connection shown in the figure 2-28 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= 300KN b. Determine the safe value of P
200 mm
W shape
75 mm
75 mm
375 mm
75 mm
75 mm
22 mm e bolt
250 mm
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Transcribed Image Text:200 mm W shape 75 mm 75 mm 375 mm 75 mm 75 mm 22 mm e bolt 250 mm
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