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P11.18. Analyze the frame in Figure P11.18 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 noted.

P11.18. Analyze the frame in Figure P11.18 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 noted.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Disregard the DL on CD. Solve using regular stiffness and again using modified stress for all members that qualify
P11.18. Analyze the frame in Figure P11.18 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 noted. 21 16' w = 3 kips/ft B + I 21 16' P11.18 F I w = 2 kips/ft +6 8 kips CID 9' 10' |||
Transcribed Image Text:P11.18. Analyze the frame in Figure P11.18 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 noted. 21 16' w = 3 kips/ft B + I 21 16' P11.18 F I w = 2 kips/ft +6 8 kips CID 9' 10' |||
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