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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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