For the given girders of the frame shown which carries a uniform load of 14.6 kN/m along span GH and HI and a unifoem load of 33.8 kN/m along soan DE and EF Dimensions are given as follows: A=3.7m B=5.9m C=7.5m Using the approximation frames under vertical loads. Compute the value of the absolute moment at reaction B. (kN-m) Answer: 46.7 Need solution

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the given girders of the frame shown which carries a uniform load of 14.6 kN/m along span GH and HI and a unifoem load of 33.8 kN/m along soan DE and EF Dimensions are given as follows: A=3.7m B=5.9m C=7.5m Using the approximation frames under vertical loads. Compute the value of the absolute moment at reaction B. (kN-m) Answer: 46.7 Need solution
G
-‒‒‒‒‒‒‒‒‒‒‒****
D
H
[B]
[C]
[A]
[A]
Transcribed Image Text:G -‒‒‒‒‒‒‒‒‒‒‒**** D H [B] [C] [A] [A]
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