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L1 This is not your own property so do not use it in any way as if it were your own M 3 m B This is not y property so do not use it were your or 3 m L2 1.5 m 100 N L4 D This is not your own propery so do not use it in any way as were your own. 2.5 m L3

L1 This is not your own property so do not use it in any way as if it were your own M 3 m B This is not y property so do not use it were your or 3 m L2 1.5 m 100 N L4 D This is not your own propery so do not use it in any way as were your own. 2.5 m L3

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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Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a
roller at A and a pin at C.

Given:

L1 = 206N/m

L2 = 30N/m

L3= 214N/m

L4 = 89N/m

M = 89N.m

 

n' cat ega A L1 This is not your own property so do not use it in any way as if it were your own M 3 m B This is not your own property so do not use it in a way as if it were your own llec mun. 3 m COL. L2 lega nd/o. 1.5 m 100 N L4 D This is not your own propery so do not use it in any way as it were your own. 2.5 m L3
Transcribed Image Text:n' cat ega A L1 This is not your own property so do not use it in any way as if it were your own M 3 m B This is not your own property so do not use it in a way as if it were your own llec mun. 3 m COL. L2 lega nd/o. 1.5 m 100 N L4 D This is not your own propery so do not use it in any way as it were your own. 2.5 m L3
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