L1 = 218 N/m L2 = 34N/m L3 = 210 N/m L4 = 85 N/m M = 86 N/m Please

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Completely solve and box the final answers. Please write legibly.

For the following beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam.

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.

USE THESE GIVEN VALUES:
L1 = 218 N/m
L2 = 34N/m
L3 = 210 N/m
L4 = 85 N/m
M = 86 N/m

Please box only the final answers, no other things.

 

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Transcribed Image Text:ited to you by or on ¹ e or communicat the right to take lega ersity <bending ment Copyright of This material has enter JJniversity does not auth ht protection under RA terial B This is not your own property so do not use it in way as if it were your of 3 m Provide a summary ofmmun. 3 m Simplified "Intellec or col kshear equationzeprotice or 829 equations and/o. Any reprodu 823. der RA X3. nt and the copyright owners hav ho L1 This is not your own property so do not use it in any way as if it were your own M L2 1.5 m following format. Exploratory Distance <min value> x= <max value> therake lega 100 N Shear (N) L4 D This is not your own property so do not use it in any way as if it were your own. 2.5 m Law on ject to ight L3 Bending Moment (N-m)
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