B2- Determine the member end moments and reactions for this frame by using the moment distribution method (Problem 16.18 of Structural Analysis, 6th Edition, Aslam Kassimali). B T₁ 5 m 18 kN/m 100 kNm 5 m A + 5 m D El = constant E = 200 GPa I= 1,360 (106) mm4
B2- Determine the member end moments and reactions for this frame by using the moment distribution method (Problem 16.18 of Structural Analysis, 6th Edition, Aslam Kassimali). B T₁ 5 m 18 kN/m 100 kNm 5 m A + 5 m D El = constant E = 200 GPa I= 1,360 (106) mm4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:B2- Determine the member end moments and reactions
for this frame by using the moment distribution method
(Problem 16.18 of Structural Analysis, 6th Edition,
Aslam Kassimali).
B
T
5 m
18 kN/m
Hing
100 kN. m
5 m
A
5 m
D
El = constant
E = 200 GPa
I= 1,360 (106) mm4
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