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Determine the resulting moments at the supports of the continuous beam shown below due to the given loads and a 15mm settlement of the support at C. Draw the shear and moment diagrams and sketch the elastic curve. E=200,000 MPa and l=190 x 106 mm4. THREE-MOMENT EQUATION 6KN/m 10KN 4kN/m 15mm 3 6m 4m

Determine the resulting moments at the supports of the continuous beam shown below due to the given loads and a 15mm settlement of the support at C. Draw the shear and moment diagrams and sketch the elastic curve. E=200,000 MPa and l=190 x 106 mm4. THREE-MOMENT EQUATION 6KN/m 10KN 4kN/m 15mm 3 6m 4m

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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Determine the resulting moments at the supports of the continuous beam shown below due to the given loads and a 15mm settlement of the support at C. Draw the shear and moment diagrams and sketch the elastic curve. E=200,000 MPa and I=190 x 106 mm4. THREE-MOMENT EQUATION 6KN/m 10KN 4kN/m Biffir 2 15mn 3 6m 4tm 2m
Transcribed Image Text:Determine the resulting moments at the supports of the continuous beam shown below due to the given loads and a 15mm settlement of the support at C. Draw the shear and moment diagrams and sketch the elastic curve. E=200,000 MPa and I=190 x 106 mm4. THREE-MOMENT EQUATION 6KN/m 10KN 4kN/m Biffir 2 15mn 3 6m 4tm 2m
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