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Manual beam design

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Poruman Andurong
Poruman Andurong

Manual beam design

Design
1 of 2
1. Data L = 3000mm Deadload = 6kN/m Live load= 8kN/m Finishedload=0.75kN/m Wall support= 230mm Concrete grade = M20 Steel grade,fe = 415 2. Effective spanof beam Effective span=c/c of support= 3230mm 3. Size of beam Effective depth=span/12= 3230/12 = 269.16mm, say270mm Breadth= ½ d = ½ (270) = 135mm Clearcover= 25mm. use 16mm Ø D = 270 + 25 + 16/2 = 303mm, say310mm D = 310mm d = 310 – 25 – 16/2 = 277mm, say 280mm
Manual beam design

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Manual beam design

  • 1. 1. Data L = 3000mm Deadload = 6kN/m Live load= 8kN/m Finishedload=0.75kN/m Wall support= 230mm Concrete grade = M20 Steel grade,fe = 415 2. Effective spanof beam Effective span=c/c of support= 3230mm 3. Size of beam Effective depth=span/12= 3230/12 = 269.16mm, say270mm Breadth= ½ d = ½ (270) = 135mm Clearcover= 25mm. use 16mm Ø D = 270 + 25 + 16/2 = 303mm, say310mm D = 310mm d = 310 – 25 – 16/2 = 277mm, say 280mm