Compute the slope at point A and deflection at point C of the beam in evious problem using moment-area method or conjugate beam method. ft. w = 1.5 k/ft. I = 76.8 in", and E = 29.000 ksi.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Draw the deflection diagram of the beam. Then using the double integration
method, derive the equations for the slope and deflection of the beam shown. Then
calculate the maximum slope and deflection of the deflected beam. El is constant.
B
C
L
2
Transcribed Image Text:Draw the deflection diagram of the beam. Then using the double integration method, derive the equations for the slope and deflection of the beam shown. Then calculate the maximum slope and deflection of the deflected beam. El is constant. B C L 2
Compute the slope at point A and deflection at point C of the beam in
the previous problem using moment-area method or conjugate beam method.
If L = 6 ft, w = 1.5 k/ft, I = 76.8 in“, and E = 29,000 ksi.
Transcribed Image Text:Compute the slope at point A and deflection at point C of the beam in the previous problem using moment-area method or conjugate beam method. If L = 6 ft, w = 1.5 k/ft, I = 76.8 in“, and E = 29,000 ksi.
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