ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 1. A rectangular beam with a width of 350mm and a total depth equal to 500 is reinforced with a tensile area equal to 4000mm² at the bottom and have an effective depth equal to 450mm and a compression steel area equal to 890mm² at the top with an effective depth equal to 50mm. Solve for its design moment. F'c = 21 MPa, Fy= 345 MPa

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS
1. A rectangular beam with a width of 350mm and a total depth equal to 500 is
reinforced with a tensile area equal to 4000mm² at the bottom and have an effective
depth equal to 450mm and a compression steel area equal to 890mm² at the top
with an effective depth equal to 50mm. Solve for its design moment. F'c = 21 MPa,
Fy= 345 MPa
Transcribed Image Text:ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 1. A rectangular beam with a width of 350mm and a total depth equal to 500 is reinforced with a tensile area equal to 4000mm² at the bottom and have an effective depth equal to 450mm and a compression steel area equal to 890mm² at the top with an effective depth equal to 50mm. Solve for its design moment. F'c = 21 MPa, Fy= 345 MPa
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