Q-2: a) Derivative basic equations to calculate the moment of steel reinforcement for double reinforced. b) A rectangula

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Q-2: a) Derivative basic equations to calculate the moment of steel reinforcement for double reinforced. b) A rectangula

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Q 2 A Derivative Basic Equations To Calculate The Moment Of Steel Reinforcement For Double Reinforced B A Rectangula 1
Q 2 A Derivative Basic Equations To Calculate The Moment Of Steel Reinforcement For Double Reinforced B A Rectangula 1 (22.41 KiB) Viewed 18 times
Q-2: a) Derivative basic equations to calculate the moment of steel reinforcement for double reinforced. b) A rectangular beam section 200 mm wide by 300mm effective depth is subjected to an ultimate moment of 123.3 kN.m. The inset of the compression steel is 40 mm. The characteristic strengths are f = 460 N/mm² for the reinforcement and fu = 30 N/mm² for concrete. Use the design chart to determine the steel areas required in tension and compression. (10marks)
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