1.5 k/ft 20 k- C 21 D E = constant 30 ft A B 40 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the member end moments and reactions for the frames shown in Figs. by using the slope-deflection method.
Transcribed Image Text:1.5 k/ft
20 k-
C
21
D
E = constant
30 ft
A
B
40 ft
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