Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Problem 1
Using the slope-deflection equations, determine the end moments of members AB, BC, and CD. EI is constant.
12 k
4 k/ft
m
A
-20 ft-
B
BC
+ ·15 ft—8 ft→8 ft-
D
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Transcribed Image Text:Problem 1 Using the slope-deflection equations, determine the end moments of members AB, BC, and CD. EI is constant. 12 k 4 k/ft m A -20 ft- B BC + ·15 ft—8 ft→8 ft- D
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