6 kips M, = 9 kip. ft B 3 kips 9 kips P7.33
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.
Transcribed Image Text:6 kips
M, = 9 kip. ft
B
3 kips
9 kips
P7.33
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