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5 kN/m 4m 5m 1m E = 200 GPa | = 1865 x 10° mm ent (El) equation: M(EI) = 8.75 (x) –5 [(x - 4)²] [(x – 9)²1 +5 %3D

5 kN/m 4m 5m 1m E = 200 GPa | = 1865 x 10° mm ent (El) equation: M(EI) = 8.75 (x) –5 [(x - 4)²] [(x – 9)²1 +5 %3D

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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Calculate for the value and location of the maximum deflection of the simply supported beam shown. 5 kN/m 4m 5m 1m for: E = 200 GPa | = 1865 x 10° mm Moment (EI) equation: [(x – 4)²] [(x – 9)21 +5 M(EI) = 8.75 (x) – 5
Transcribed Image Text:Calculate for the value and location of the maximum deflection of the simply supported beam shown. 5 kN/m 4m 5m 1m for: E = 200 GPa | = 1865 x 10° mm Moment (EI) equation: [(x – 4)²] [(x – 9)21 +5 M(EI) = 8.75 (x) – 5
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