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

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

Structural Analysis
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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SITUATION 2 The bracket show in the figure is bolted with 5-20mm dia. Bolts. It carries an eccentric load of P=35KN. Using elastic method of analysis. a. Compute the location of the centroid of the group of the bolts measured to the left of A and below that of A. b. Compute the shearing stress of bolt A c. Compute the shearing stress of bolt B P=35 kN 150 , 250 mm 100 100 B
Transcribed Image Text:SITUATION 2 The bracket show in the figure is bolted with 5-20mm dia. Bolts. It carries an eccentric load of P=35KN. Using elastic method of analysis. a. Compute the location of the centroid of the group of the bolts measured to the left of A and below that of A. b. Compute the shearing stress of bolt A c. Compute the shearing stress of bolt B P=35 kN 150 , 250 mm 100 100 B
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