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Use the area-moment theorems to 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 ≤ L/360). El is constant with E = 200,000 MPa. 10 kN/m 8 kN/m A B 2m 3m Answers: Amax = 41.867/EI 2°

Use the area-moment theorems to 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 ≤ L/360). El is constant with E = 200,000 MPa. 10 kN/m 8 kN/m A B 2m 3m Answers: Amax = 41.867/EI 2°

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Use the area-moment theorems to 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. ∆max ≤ L/360). EI is constant with E = 200,000 MPa. The answer is given

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Use the area-moment theorems to 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 ≤L/360). El is constant with E = 200,000 MPa. 10 kN/m 8 kN/m/ mam A B 3m Answers: Amax = 41.867/EI 2m WWW.
Transcribed Image Text:Use the area-moment theorems to 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 ≤L/360). El is constant with E = 200,000 MPa. 10 kN/m 8 kN/m/ mam A B 3m Answers: Amax = 41.867/EI 2m WWW.
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