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Posted: Sun Nov 16, 2014 10:01 am Post subject: shear resistance of beam without shear reinforcement by dif
i hav to theoretically prove that we dnt require shear as per design or stirups is not required as we use high strength concrete in beam so i have calculated shear design by aci csa is code so can u suggest me any conclusion for the same or substituion of stirupp or any clause which says shear rinforcemnt is not required
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