A simple supported beam spans 10 m and supports a specified uniform live load of 8 KN/m and a specfied concentrated dead load of 12 kN applied at the mid-span. Assume that the beam's self weight is very small and negligible. Calculate maximum factored moment M, and check the adequacy of the section for ultimate state strength. Assume that ultimate moment resistance (factored resistance) of the beam is M,=175 kN.m. M, 187.5 kN.m, and the section is not adequate. OM 151 kN.m, and the section is adequate. OM, 261 kN.m, and the section is not adequate. OM 170 kN.m, and the section is adequate.

A simple supported beam spans 10 m and supports a specified uniform live load of 8 KN/m and a specfied concentrated dead load of 12 kN applied at the mid-span. Assume that the beam's self weight is very small and negligible. Calculate maximum factored moment M, and check the adequacy of the section for ultimate state strength. Assume that ultimate moment resistance (factored resistance) of the beam is M,=175 kN.m. M, 187.5 kN.m, and the section is not adequate. OM 151 kN.m, and the section is adequate. OM, 261 kN.m, and the section is not adequate. OM 170 kN.m, and the section is adequate.

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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