6. Determine the member end moments (BC, CA and CD members) and reactions (B, A, and D) for the frames shown in Figure 6 by using the moment-distribution method. 50KN 50kN/m D B 2m 200KN 2m A 6m 6m EI= constant E = 70GPa I= 496 x 106 mm¹ 2m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6. Determine the member end moments (BC, CA and CD members) and reactions (B, A, and D) for the
frames shown in Figure 6 by using the moment-distribution method.
50KN
50kN/m
D
B
E
2m
200KN
2m
A
6m
EI= constant
E = 70GPa
I= 496 x 106 mm
6m
2m
Transcribed Image Text:6. Determine the member end moments (BC, CA and CD members) and reactions (B, A, and D) for the frames shown in Figure 6 by using the moment-distribution method. 50KN 50kN/m D B E 2m 200KN 2m A 6m EI= constant E = 70GPa I= 496 x 106 mm 6m 2m
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