A simply supported beam, having thefollowing properties: 5.5 m length, Mcr= 30 kN-m, Ig = 7000x10^6 mm^4, Icr =3000x10^6 mm^4, uniformly distributeddead load = 5 kN/m, uniformly%3Ddistributed live load = 7 kN/m, Ec =21,000 MPa.a) Determine the value of Ma (DL+LL).None of the Choices37.500 kN-m73.500 kN-m45.375 kN-m54.000 kN-m63.375 kN-m

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A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = 21,000 MPa. a) Determine the value of Ma (DL+LL). None of the Choices O 37.500 kN-m 73.500 kN-m 45.375 kN-m 54.000 kN-m 63.375 kN-m

A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = 21,000 MPa. a) Determine the value of Ma (DL+LL). None of the Choices O 37.500 kN-m 73.500 kN-m 45.375 kN-m 54.000 kN-m 63.375 kN-m

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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A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig = 7000x10^6 mm^4, Icr = 3000x10^6 mm^4, uniformly distributed dead load = 5 kN/m, uniformly distributed live load = 7 kN/m, Ec = 21,000 MPa. a) Determine the value of Ma (DL+LL).
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