3. The continuous beam shown in the figure is fixed at A and D, and supported along the span by two roller supports at B and C. If the support at B deflects 20mm downward, determine the reactions, max shear and maximum bending moment value. area. Use E = 70GPA, and I = 800 × 10° mm* Assume any values for MA By Dy Mp V max Em Mmax

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. The continuous beam shown in the figure is fixed at A and D, and supported along the span by two
roller supports at B and C. If the support at B deflects 20mm downward, determine the reactions,
max shear and maximum bending moment value.
area. Use E = 70GPA, and I = 800 × 10° mm*
Assume any values for
MA
By
Dy
Mp
V max
Em
Mmax
Transcribed Image Text:3. The continuous beam shown in the figure is fixed at A and D, and supported along the span by two roller supports at B and C. If the support at B deflects 20mm downward, determine the reactions, max shear and maximum bending moment value. area. Use E = 70GPA, and I = 800 × 10° mm* Assume any values for MA By Dy Mp V max Em Mmax
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