a rectangular concrete beam has a width of 300mm and effective depth of 600 mm.The concrete cover from the centroid of steel reinforcement is 80mm. The beam is simply supported over a span of 9m and carries superimposed deadload of 8kNm and liveload of 20kNm.Unit weight of concrete is 24kNm^3,fc is 28 MPa and fy is 415 MPa.Determine the required stirrup spacing at critical section .Use 10 mm dia. vertical U-stirrup with fyt = 275 MPa.Use simplified calculation for Vc(Use NSCP 2010)
a rectangular concrete beam has a width of 300mm and effective depth of 600 mm.The concrete cover from the centroid of steel reinforcement is 80mm. The beam is simply supported over a span of 9m and carries superimposed deadload of 8kNm and liveload of 20kNm.Unit weight of concrete is 24kNm^3,fc is 28 MPa and fy is 415 MPa.Determine the required stirrup spacing at critical section .Use 10 mm dia. vertical U-stirrup with fyt = 275 MPa.Use simplified calculation for Vc(Use NSCP 2010)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a rectangular concrete beam has a width of 300mm and effective depth of 600 mm.The concrete cover from the centroid of steel reinforcement is 80mm. The beam is simply supported over a span of 9m and carries superimposed deadload of 8kNm and liveload of 20kNm.Unit weight of concrete is 24kNm^3,fc is 28 MPa and fy is 415 MPa.Determine the required stirrup spacing at critical section .Use 10 mm dia. vertical U-stirrup with fyt = 275 MPa.Use simplified calculation for Vc(Use NSCP 2010)
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