Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Derive the shear and moment equations valid for section BC on the beam below. Develop neat diagrams and set the limits of › for which your equations are valid. Assume W1=2 kips/ft, W2=4 kips/ft. W3=6 kips/ft
A W₂ KAT W₂ = 1/f= A B *131*131 W₂ = k/ft 13-
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Transcribed Image Text:A W₂ KAT W₂ = 1/f= A B *131*131 W₂ = k/ft 13-
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