For the frame and loading shown, the shear strength of the pins is Trail = 350 MPa. Using a factor of safety F.S. 2.5 against shear failure of the pins, calculate the required pin diameters to the nearest mm at E, C, B, and A. The pins at A and E are in double-shear and those at C and B are in single- shear. Treat the connection at D as pinned. 4 kN 1.5 m- 450 1.5 m B 1.5 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the frame and loading shown, the shear strength of the pins is Trail = 350 MPa. Using
a factor of safety F.S. 2.5 against shear failure of the pins, calculate the required pin diameters to the
nearest mm at E, C, B, and A. The pins at A and E are in double-shear and those at C and B are in single-
shear. Treat the connection at D as pinned.
4 kN
1 m-
1.5 m-
45°
D
1.5 m
1.5 m
Transcribed Image Text:For the frame and loading shown, the shear strength of the pins is Trail = 350 MPa. Using a factor of safety F.S. 2.5 against shear failure of the pins, calculate the required pin diameters to the nearest mm at E, C, B, and A. The pins at A and E are in double-shear and those at C and B are in single- shear. Treat the connection at D as pinned. 4 kN 1 m- 1.5 m- 45° D 1.5 m 1.5 m
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