A rectangular beam simply supported over span 4m has b=280 mm, d= 500 mm, As = 3025, Use fc' = 25 MPa, fy = 400 MPa. Calcuate design moment(Mu) and ultimate load Wu. Then calculate live load if dead load is 50 kN/m. ASsume cross-sectional area of single bar = 500 mm2 %3!

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Chapter2: Loads On Structures
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Example 3
A rectangular beam simply supported over span 4m has b=280 mm, d
500 mm, As = 3Ø25, Use fc' = 25 MPa, fy = 400 MPa. Calcuate design
moment(Mu) and ultimate load Wu. Then calculate live load if dead load
is 50 kN/m. Assume cross-sectional area of single bar = 500 mm
Transcribed Image Text:Example 3 A rectangular beam simply supported over span 4m has b=280 mm, d 500 mm, As = 3Ø25, Use fc' = 25 MPa, fy = 400 MPa. Calcuate design moment(Mu) and ultimate load Wu. Then calculate live load if dead load is 50 kN/m. Assume cross-sectional area of single bar = 500 mm
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