The simply supported beam carries a uniformly distributed load over part of its length.Compute (a) the midspan slope and deflection, (b) the location and value of maximum deflection. EI is constant with E = 200 GPa, I = 90x10^6 mm4.Use double integration method. 2. The simply supported beam carries a uniformly distributed load over part of its length.Compute (a) the midspan slope and deflection, (b) the location and value of maximumdeflection. El is constant with E = 200 GPa, I = 90x10° mm*6 kN/m4 kN/m-6m--3m

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The simply supported beam carries a uniformly distributed load over part of its length. Compute (a) the midspan slope and deflection, (b) the location and value of maximum deflection. El is constant with E = 200 GPa, I = 90x10° mm* 6 kN/m 4 kN/m -6m -3m

The simply supported beam carries a uniformly distributed load over part of its length. Compute (a) the midspan slope and deflection, (b) the location and value of maximum deflection. El is constant with E = 200 GPa, I = 90x10° mm* 6 kN/m 4 kN/m -6m -3m

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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Question

The simply supported beam carries a uniformly distributed load over part of its length.
Compute (a) the midspan slope and deflection, (b) the location and value of maximum deflection. EI is constant with E = 200 GPa, I = 90x10^6 mm4.

Use double integration method.

2. The simply supported beam carries a uniformly distributed load over part of its length.
Compute (a) the midspan slope and deflection, (b) the location and value of maximum
deflection. El is constant with E = 200 GPa, I = 90x10° mm*
6 kN/m
4 kN/m
-6m-
-3m

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