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Details of a simply-supported beam are given in Figures (a) and (b). Note that the dead load, g includes the self weight.
Design the transverse shear reinforcement in terms of N12 ties @ s, the required spacing at the critical section which in this case may be taken at the appropriate support (not do from it). Use the same spacing throughout. Take fc′ = 32 MPa.
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Define the Influence line-beam shear? 1. Replace point of interest with a link element of nominal length. If the point of interest is a reaction, place a hinge at that poin
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