Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Solve using double integration method 

 

4 P7.4. Derive the equations for slope and deflection for the beam in Figure P7.4. If E = 29,000 ksi, I = 50 in.¹, and L= 10 ft, compute the values of slope and deflection at x = L. 3 5 kips/ft ·X L P7.4 25 kips/ft 300 kip. ft B
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Transcribed Image Text:4 P7.4. Derive the equations for slope and deflection for the beam in Figure P7.4. If E = 29,000 ksi, I = 50 in.¹, and L= 10 ft, compute the values of slope and deflection at x = L. 3 5 kips/ft ·X L P7.4 25 kips/ft 300 kip. ft B
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