Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm, d = 600 mm under a factored moment of 1,500 kN-m. If compression steel is required, assume it will be placed 70 mm from the compression fiber of concrete. Use fc’ = 28 Mpa and fy = 420 Mpa.Usingabar size of your choice, determine the number of bars required and design the bar lay-out.(For the purpose of laying-out, use 10mm diameter bars for stirrups.)
Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm, d = 600 mm under a factored moment of 1,500 kN-m. If compression steel is required, assume it will be placed 70 mm from the compression fiber of concrete. Use fc’ = 28 Mpa and fy = 420 Mpa.Usingabar size of your choice, determine the number of bars required and design the bar lay-out.(For the purpose of laying-out, use 10mm diameter bars for stirrups.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm, d = 600 mm under a factored moment of 1,500 kN-m. If compression steel is required, assume it will be placed 70 mm from the compression fiber of concrete. Use fc’ = 28 Mpa and fy = 420 Mpa.Usingabar size of your choice, determine the number of bars required and design the bar lay-out.(For the purpose of laying-out, use 10mm diameter bars for stirrups.)
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