A beam 300mm X 600mm with a span of 6m isfixed at both ends. The beam carries asuperimposed load of 20KN/m and a live loadof 15KN/m. it is reinforced for tension only withan effective depth of 550mm. assume f'c = 21MPa, fy = 280Mpa Wc = 23.544KN/m^3%3Dwhat is the required factored moment atmidspan?What is the required tension steel areaSelect the correct response:Mu = 238.89 KN-m, As = 3353mm^2Mu = 79.63 KN-m, As = 591mm^2Mu = 79.63 KN-m, As = 825 mm^2Mu = 159.26 KN-m, As = 3048 mm^2Mu = 159.26 KN-m, As = 1220 mm^2Mu = 238.89 KN-m, As = 1894 mm^2

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A beam 300mm X 600mm with a span of 6m is fixed at both ends. The beam carries a superimposed load of 20KN/m and a live load of 15KN/m. it is reinforced for tension only with an effective depth of 550mm. assume f'c = 21 MPa, fy = 280Mpa Wc = 23.544KN/m^3 what is the required factored moment at midspan? What is the required tension steel area Select the correct response: Mu = 238.89 KN-m, As = 3353mm^2 Mu = 79.63 KN-m, As = 591mm^2 Mu = 79.63 KN-m, As = 825 mm^2 Mu = 159.26 KN-m, As = 3048 mm^2 %3D Mu = 159.26 KN-m, As = 1220 mm^2 Mu = 238.89 KN-m, As = 1894 mm^2

A beam 300mm X 600mm with a span of 6m is fixed at both ends. The beam carries a superimposed load of 20KN/m and a live load of 15KN/m. it is reinforced for tension only with an effective depth of 550mm. assume f'c = 21 MPa, fy = 280Mpa Wc = 23.544KN/m^3 what is the required factored moment at midspan? What is the required tension steel area Select the correct response: Mu = 238.89 KN-m, As = 3353mm^2 Mu = 79.63 KN-m, As = 591mm^2 Mu = 79.63 KN-m, As = 825 mm^2 Mu = 159.26 KN-m, As = 3048 mm^2 %3D Mu = 159.26 KN-m, As = 1220 mm^2 Mu = 238.89 KN-m, As = 1894 mm^2

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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