Calculate for the following member forces of the frame shown below using Portal Method. a= 20 b= 19= c= 3.1 a. Shear at column FE, VFE in kN b. Shear at column ED, VED in kN: c. Shear at beam FC, Vrc in kN d. Moment at A, M, in kN-m: e. Moment at girder KH, MH in kN-m d=2.9 e=8 a kN: cm: b kN E dm D e mi e m: :em: B:

Calculate for the following member forces of the frame shown below using Portal Method. a= 20 b= 19= c= 3.1 a. Shear at column FE, VFE in kN b. Shear at column ED, VED in kN: c. Shear at beam FC, Vrc in kN d. Moment at A, M, in kN-m: e. Moment at girder KH, MH in kN-m d=2.9 e=8 a kN: cm: b kN E dm D e mi e m: :em: B:

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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