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Vc for thick slabs & walls

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ARH

ARH

Structural
Jun 4, 2003
8
Please help solve a debate regarding the sehar resistance of slabs and walls without shear reinforcement. Should Vc be reduced if the slab is thicker than 300mm? I was using Vc=2root(f'c)bwd for the shear capacity of large slabs.
 
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