For the figure shown below, compute the bending moment in section 1. Neglect the weights of the member. Note that point B is pin-connected. 50KN B 2m 5m 5m 5m (A) 20.3 kN-m B) 28.3 kN-m (c) 23.3 kN-m 8.3 kN-m E) 16.3 kN-m F) 18.3 kN-m G) 13.8 kN-m (H) 38.3 kN-m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the figure shown below, compute the bending moment in section 1. Neglect the weights of the member. Note that point B is
pin-connected.
50KN
B
...
2m
5m
5m
5m
(A) 20.3 kN-m
B) 28.3 kN-m
(c) 23.3 kN-m
8.3 kN-m
E) 16.3 kN-m
F) 18.3 kN-m
G) 13.8 kN-m
(H) 38.3 kN-m
Transcribed Image Text:For the figure shown below, compute the bending moment in section 1. Neglect the weights of the member. Note that point B is pin-connected. 50KN B ... 2m 5m 5m 5m (A) 20.3 kN-m B) 28.3 kN-m (c) 23.3 kN-m 8.3 kN-m E) 16.3 kN-m F) 18.3 kN-m G) 13.8 kN-m (H) 38.3 kN-m
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