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r the below structure a moment is applied at E, find the equilibrium moments exerted by e members on the joint (EI is constant) 4 m 1000 kN.m 5 m 6 m 3 m |(A) M = 275 kN•m, MED = 366 KN•M,ME =120 KN•M, Mgc = 237 kN-m (B) ME =275 kN•m, M = 363 KN•M, Mgc = 220 kN•m, MED =137 KN•M |(C) M =275 kN•m, M-, = 363 kN m, M = 220 kN m, MED =137 kN m (D) M = 275 kN m, M ED = 366 KN•M, M, = 220 kN - m, M- =137 kN •m %3D %3D %3D %3D %3D %3D %3D %3D %3D %3D %3D %3D EC

r the below structure a moment is applied at E, find the equilibrium moments exerted by e members on the joint (EI is constant) 4 m 1000 kN.m 5 m 6 m 3 m |(A) M = 275 kN•m, MED = 366 KN•M,ME =120 KN•M, Mgc = 237 kN-m (B) ME =275 kN•m, M = 363 KN•M, Mgc = 220 kN•m, MED =137 KN•M |(C) M =275 kN•m, M-, = 363 kN m, M = 220 kN m, MED =137 kN m (D) M = 275 kN m, M ED = 366 KN•M, M, = 220 kN - m, M- =137 kN •m %3D %3D %3D %3D %3D %3D %3D %3D %3D %3D %3D %3D EC

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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r the below structure a moment is applied at E, find the equilibrium moments exerted by e members on the joint (EI is constant) 4 m 1000 kN.m 五 E 5 m 6 m 3 m (A) M =3 = 275 kN-m, ME = 366 kN·m, M2 =120 kN·m, Mgc = 237 kN -m (B) M =275 kN•m, M = 363 kN m, MEc = 220 kN · m, M D =137 kN m (C) M gc = 275 kN•m, M¤ = 363 kN m, M = = 220 kN - m, M =, =137 kN -m (D) M R = 275 kN · m, M gn = 366 kN·m, M-, = 220 kN · m, M-c =137 kN •m %3D %3D %3D EA ED %3D EB %3D %3D EC
Transcribed Image Text:r the below structure a moment is applied at E, find the equilibrium moments exerted by e members on the joint (EI is constant) 4 m 1000 kN.m 五 E 5 m 6 m 3 m (A) M =3 = 275 kN-m, ME = 366 kN·m, M2 =120 kN·m, Mgc = 237 kN -m (B) M =275 kN•m, M = 363 kN m, MEc = 220 kN · m, M D =137 kN m (C) M gc = 275 kN•m, M¤ = 363 kN m, M = = 220 kN - m, M =, =137 kN -m (D) M R = 275 kN · m, M gn = 366 kN·m, M-, = 220 kN · m, M-c =137 kN •m %3D %3D %3D EA ED %3D EB %3D %3D EC
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