Answered: 6m 4m W dead 0.9 x 12kN/m =10.8kN/m B A…

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6m 4m W dead 0.9 x 12kN/m =10.8kN/m B A 3m C 3m D E 3m Wwind=1.3 x 60kN/m = 78kN/m <계수하중 작용상태>

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

0.9D+1.3W (When considering the wind load during construction)

Calculation of required strength for axial force, shear force and bending moment of AB, BC, and DE members in 3 hinged frame

Factored Load Application status

6m
4m
W₁
dead
B
A
-0.9 x 12kN/m = 10.8kN/m
3m
C
3m
E
Wwind=1.3 x 60kN/m
=78kN/m
<계수하중 작용상태>
3m

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Step 4: Span BCD

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