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The beam shown in Figure below is simply supported and carries a uniformly distributed load of w = 16 kN/m. W B A L/2 + The length of the beam is L = 8 m. Assume I = 6×10-6 m4 and E = 200 GPa Calculate the maximum deflection in m to 2.d.p L/2 RB

The beam shown in Figure below is simply supported and carries a uniformly distributed load of w = 16 kN/m. W B A L/2 + The length of the beam is L = 8 m. Assume I = 6×10-6 m4 and E = 200 GPa Calculate the maximum deflection in m to 2.d.p L/2 RB

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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The beam shown in Figure below is simply supported and carries a uniformly distributed load of w = 16 kN/m. W B A L/2 + The length of the beam is L = 8 m. Assume I = 6×10-6 m4 and E = 200 GPa Calculate the maximum deflection in m to 2.d.p L/2 RB
Transcribed Image Text:The beam shown in Figure below is simply supported and carries a uniformly distributed load of w = 16 kN/m. W B A L/2 + The length of the beam is L = 8 m. Assume I = 6×10-6 m4 and E = 200 GPa Calculate the maximum deflection in m to 2.d.p L/2 RB
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