upport (A). Use E = 200 GPa, I = shear and moment diagrams.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1.Calculate the value of the deflection under the concentrated loads (B and C) and slope at
the simple support (A). Use E = 200 GPa, I = 150 x 106mm4.
Draw the shear and moment diagrams.
25kN 30KN
20 kN/m
1mB 2m C 2m
5m
Transcribed Image Text:1.Calculate the value of the deflection under the concentrated loads (B and C) and slope at the simple support (A). Use E = 200 GPa, I = 150 x 106mm4. Draw the shear and moment diagrams. 25kN 30KN 20 kN/m 1mB 2m C 2m 5m
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