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Max BM for a cantilever would be @ the point of support and would be equal to WL/2 where W=wL Max BM for a cantilever would be @ the point of support and would be equal to WL/2 where W=wL Edit- As said above the max bending moment for a cantilever will be at the support

For a distributed load M=wL2/2 where w=the fractured distributed load and L= the leaver arm For a point load

M=PL where P=the point load and L= the leaver arm *Having a cantilever means you will have reinforcing in the top of the beam/slab till a distance after the beam

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Q: How do you calculate the bending moment for a cantilever slab?
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