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2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam has an effective depth of 446 mm. The beam carries a uniform dead load of 4.5 kN/m (including its own weight), a uniform live load of 3 kN/m, and concentrated dead loads of P and 2P as shown in the figure. Assume fy = 414 MPa, f'c = 34.50 MPa. Calculate the ff: %3D a.) The ultimate moment capacity of the concrete section in kN-m b.) The maximum value of P in kN 2P P A B C

2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam has an effective depth of 446 mm. The beam carries a uniform dead load of 4.5 kN/m (including its own weight), a uniform live load of 3 kN/m, and concentrated dead loads of P and 2P as shown in the figure. Assume fy = 414 MPa, f'c = 34.50 MPa. Calculate the ff: %3D a.) The ultimate moment capacity of the concrete section in kN-m b.) The maximum value of P in kN 2P P A B C

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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2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam has an effective depth of 446 mm. The beam carries a uniform dead load of 4.5 kN/m (including its own weight), a uniform live load of 3 kN/m, and concentrated dead loads of P and 2P as shown in the figure. Assume fy = 414 MPa, f'c = 34.50 MPa. Calculate the ff: %3D a.) The ultimate moment capacity of the concrete section in kN-m b.) The maximum value of P in kN 2P A B 2m 2m 2m
Transcribed Image Text:2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam has an effective depth of 446 mm. The beam carries a uniform dead load of 4.5 kN/m (including its own weight), a uniform live load of 3 kN/m, and concentrated dead loads of P and 2P as shown in the figure. Assume fy = 414 MPa, f'c = 34.50 MPa. Calculate the ff: %3D a.) The ultimate moment capacity of the concrete section in kN-m b.) The maximum value of P in kN 2P A B 2m 2m 2m
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