- A 1 Point Check For The Adequacy Of 350 Mm X 575 Mm Beam With F C 28 Mm And Has A One Layer Of Tension Reinforcemen 1 (60.45 KiB) Viewed 13 times
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a. (1 point) 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. b. (1 point) Design a singly reinforced beam. Use f'c = 28 MPa, fy = 414 MPa c. (1 point) Design a reinforcement of a doubly reinforced beam if the beam has a size of 425 mm x 600 mm. Use f'c = 21 MPa, fy = 414 MPa. d. (1 point) Design a column for the support with a largest reaction force. Use fc' = 21 MPa, fy = 414 MPa, Ast = 0.02Ag. PD = 60 kN P₁ = 120 kN "D=52 kN/m W=104 kN/m b с k + + 00 D L₁ L₂ L₁ = 1.5m L₂ = 3 m L₁ T F