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Rectangular and section analysis in bending and shear
Learning out-comes ARUAN EFENDY BIN MOHD GHAZALI  FAKULTI KEJURUTERAAN AWAM ,[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],Where: f y is the yield stress A s is the area of reinforcement γ ms is the partial safety factor for the reinforcement (=1.05)
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],Due to concrete (in general z=(d-(0.5X0.9x)) hence; 0.156= M/bd²f cu Due to steel reinforcement
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],Since  K<0.156,  design as simply-reinforced beam Provide 2T20 (  A s prov. = 628mm 2  )
[object Object],[object Object],M u  =  0.156bd²f cu Based  on Concrete strength  and M u  =  0.95f y A s z Based  on Steel
[object Object],[object Object],[object Object]
[object Object],[object Object],where d’ is the depth to the compression steel from the top surface. We must now increase the area of tensile reinforcement to maintain compatibility by an equal amount
[object Object],and K’ = 0.156
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],A further limitation  placed on the spacing of links by the BS is that the maximum spacing should be less than  0.75d , which is obviously necessary to avoid a failure plane forming which misses the links altogether
[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object]
[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object]

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rectangular and section analysis in bending and shear

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