*1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and D are 6 mm and 10 mm, respectively, determine the average shear stress developed in these pins. Each pin is subjected to double shear. F 0.6 m/ 30% 1.2 m 0.6 m 0.6 m D B E ‒‒‒‒

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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*1-44. The 150-kg bucket is suspended from end E of the
frame. If the diameters of the pins at A and D are 6 mm and
10 mm, respectively, determine the average shear stress
developed in these pins. Each pin is subjected to double
shear.
0.6 m
30%
1.2 m
0.6 m 0.6 m
D
OB
A
A
W
Transcribed Image Text:*1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and D are 6 mm and 10 mm, respectively, determine the average shear stress developed in these pins. Each pin is subjected to double shear. 0.6 m 30% 1.2 m 0.6 m 0.6 m D OB A A W
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