A rectangular beam has b = 300 mm, d = 500 mm, As = 3 – 25 mm Ø bars, f'c = 27.6 MPa, and fy = 414 MPa. Calculate the ultimate capacity in kN.m

Structural Analysis
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Chapter2: Loads On Structures
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Situation 2. A rectangular beam has b = 300 mm, d = 500 mm, As = 3 – 25 mm Ø bars, f'c = 27.6 MPa,
and fy = 414 MPa. Calculate the ultimate capacity in kN.m
Transcribed Image Text:Situation 2. A rectangular beam has b = 300 mm, d = 500 mm, As = 3 – 25 mm Ø bars, f'c = 27.6 MPa, and fy = 414 MPa. Calculate the ultimate capacity in kN.m
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