Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The group of 6-bolts connection subjected to
eccentric load P=30 kips as shown in
figure. The diameter of each bolt is d=0.8 inch.
Apply the elastic method to calculate the
Maximum shear force in a bolt.
6"
P=30 kips
26"
|
+
6"
L2
L1: 5
L2: 6
d=0.8"
L1
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Transcribed Image Text:The group of 6-bolts connection subjected to eccentric load P=30 kips as shown in figure. The diameter of each bolt is d=0.8 inch. Apply the elastic method to calculate the Maximum shear force in a bolt. 6" P=30 kips 26" | + 6" L2 L1: 5 L2: 6 d=0.8" L1
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