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7.26 Determine the smallest moment of in- ertia 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 ≤L/360). Use the method of virtual work. 60 KN 300 kN-m A B 5 m L = 10 m El = constant E = 200 GPa FIG. P7.26 5 m

7.26 Determine the smallest moment of in- ertia 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 ≤L/360). Use the method of virtual work. 60 KN 300 kN-m A B 5 m L = 10 m El = constant E = 200 GPa FIG. P7.26 5 m

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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7.26 Determine the smallest moment of in- ertia 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 ≤L/360). Use the method of virtual work. 60 KN 300 kN-m A B 5 m L = 10 m El = constant E = 200 GPa FIG. P7.26 5m-
Transcribed Image Text:7.26 Determine the smallest moment of in- ertia 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 ≤L/360). Use the method of virtual work. 60 KN 300 kN-m A B 5 m L = 10 m El = constant E = 200 GPa FIG. P7.26 5m-
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