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

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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A
W₂ KAT
W₂ = 1/f=
A B
*131*131
W₂ = k/ft
13-

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