r the below structure a moment is applied at E, find the equilibrium moments exerted bye members on the joint (EI is constant)4 m1000 kN.m五E5 m6 m3 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%3DEAED%3DEB%3D%3DEC

Given data Different end support conditions viz hinged and fixed. Concentrated moment = 1000 kN-m…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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