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Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e. Amax S L/360). Use the moment-area method. 120 kN 120 kN A 5 m 3 m L= 15 m El = constant E= 30 GPa

Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e. Amax S L/360). Use the moment-area method. 120 kN 120 kN A 5 m 3 m L= 15 m El = constant E= 30 GPa

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 20P
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Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e. Amax SL/360). Use the moment-area method. 120 kN 120 kN C 5 m 3m L = 15 m El = constant E = 30 GPa
Transcribed Image Text:Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e. Amax SL/360). Use the moment-area method. 120 kN 120 kN C 5 m 3m L = 15 m El = constant E = 30 GPa
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