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If you mean a cantilever projecting from a concrete wall or beam, first you must evaluate the dead loads and live loads.Then the structural analysis is done for a fixed cantilever beam;

Moment M=q*l*l/2;Shear V=q*l; for the reinforcement design.

The most important thing is to check the vertical displacement and to guarantee it is within the allowable value (depending on the code).


I would suggest a cracked section analysis i.e a reduction of the section bending resistance



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