Check for the adequacy of 350 mm x 575 mm beam with f'c = 28 mm and has a one layer of tension reinforcement of 3-32 mm with fy = 414 MPa.
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← L₁ b + L2 L₁ = 1.5m L₂ = 3 m PD = 60 kN P₁ = 120 kN C + L₁ WD=52 kN/m W₂ = 104 kN/m ➜
Check for the adequacy of 350 mm x 575 mm beam with f'c = 28 mm and has a one layer of tension reinforcement of 3-32 mm
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Check for the adequacy of 350 mm x 575 mm beam with f'c = 28 mm and has a one layer of tension reinforcement of 3-32 mm
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