For the beam shown below; a.) Determine the moment at arbitrary position x = 1.5m by Method of Section. b.) Draw the complete Shear and Moment Diagrams for the beam and show the point of Contra Flexure. c.) Draw the elastic curve. 40KN 0.4m 30kN/m 20kN/m 2m 1m 0.7m 1m 2m E

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A
For the beam shown below;
a.) Determine the moment at arbitrary position x = 1.5m by Method of Section.
b.) Draw the complete Shear and Moment Diagrams for the beam and show the
point of Contra Flexure.
c.) Draw the elastic curve.
40kN
30kN/m
20kN/m
2m
B
1m
0.7m
0.4m
1m
3
2m
E
Transcribed Image Text:A For the beam shown below; a.) Determine the moment at arbitrary position x = 1.5m by Method of Section. b.) Draw the complete Shear and Moment Diagrams for the beam and show the point of Contra Flexure. c.) Draw the elastic curve. 40kN 30kN/m 20kN/m 2m B 1m 0.7m 0.4m 1m 3 2m E
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