P7.33. Compute the slope and deflection at point C and the maximum deflection between A and B for the beam in Figure P7.33. The reactions are given, and EI is constant. The elastomeric pad at B is equivalent to a roller. Page 312

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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P7.33. Compute the slope and deflection at
point C and the maximum deflection between
A and B for the beam in Figure P7.33. The reactions are
given, and EI is constant. The elastomeric pad at B is
equivalent to a roller.
Page 312
Transcribed Image Text:P7.33. Compute the slope and deflection at point C and the maximum deflection between A and B for the beam in Figure P7.33. The reactions are given, and EI is constant. The elastomeric pad at B is equivalent to a roller. Page 312
M₁ = 9 kip. ft
A
3 kips
P7.33
B
9 kips
6 kips
C
Transcribed Image Text:M₁ = 9 kip. ft A 3 kips P7.33 B 9 kips 6 kips C
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