slope-deflection method. 40 k- C 3 k/ft D B 15 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Hello, Please solve the problem on attached image. Thank you very much! (Hint:Ah=-8.75k, Av=25k, Bh=-31.25k, Bv= 65k)
Determine the member end moments and reactions for the frame shown in the figure by
using slope-deflection method.
3 k/ft
C
T
40 k-
-30 ft
El= constant
D
B
15 ft
Transcribed Image Text:Determine the member end moments and reactions for the frame shown in the figure by using slope-deflection method. 3 k/ft C T 40 k- -30 ft El= constant D B 15 ft
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