P13.15. Analyze the frame in Figure P13.15 by moment distribution. Determine all reactions and draw the shear and moment diagrams, locating points of inflection and labeling values of maximum shear and moment in each span. E is constant, but I varies as indicated below. w = 3 kips/ft 31 -21'- MOCACO 12'

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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P13.15. Analyze the frame in Figure P13.15 by moment
distribution. Determine all reactions and draw the shear
and moment diagrams, locating points of inflection and
labeling values of maximum shear and moment in each
span. E is constant, but I varies as indicated below.
12'
w = 3 kips/ft
31
21'-
P13.15
Transcribed Image Text:P13.15. Analyze the frame in Figure P13.15 by moment distribution. Determine all reactions and draw the shear and moment diagrams, locating points of inflection and labeling values of maximum shear and moment in each span. E is constant, but I varies as indicated below. 12' w = 3 kips/ft 31 21'- P13.15
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