The bracket shown in the figure 6.11 is bolted with 5 - 20 mm dia. bolts. It carries an eccentric load of P = 35 kN. Using elastic method of analysis. Compute the location of the centroid of the group of bolts measured to the left of A and below that of A. Compute the shearing. stress of bolt A. Compute the shearing stress of bolt B. 100 100 150 P=35 KN 250 mm

The bracket shown in the figure 6.11 is bolted with 5 - 20 mm dia. bolts. It carries an eccentric load of P = 35 kN. Using elastic method of analysis. Compute the location of the centroid of the group of bolts measured to the left of A and below that of A. Compute the shearing. stress of bolt A. Compute the shearing stress of bolt B. 100 100 150 P=35 KN 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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