. A One-storey industrial workshop structure, the columns are constructed with the same section nd subjected to moment at the top the corbel, as shown in the following figure. Mmax=120kN•m and Mmin-60kN•m. To determine the shear force at the top of the columns using shear force distribution method. M (Reaction at the top of the columns R= -C3, C₂ = 1.2) H Mmax Mmin M I I

. A One-storey industrial workshop structure, the columns are constructed with the same section nd subjected to moment at the top the corbel, as shown in the following figure. Mmax=120kN•m and Mmin-60kN•m. To determine the shear force at the top of the columns using shear force distribution method. M (Reaction at the top of the columns R= -C3, C₂ = 1.2) H Mmax Mmin M I I

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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Question

3. A One-storey industrial workshop structure, the columns are constructed with the same section
and subjected to moment at the top the corbel, as shown in the following figure. Mmax=120kN•m and
Mmin 60kN m. To determine the shear force at the top of the columns using shear force distribution
method.
M
(Reaction at the top of the columns R=C₂, C₂ = 1.2)
H
Mmax
Mmin
M
I
9m
12m

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