I came across a beam which looks like cantilever beam, but the designer did not considered as cantilever. Span of the beam 18' the wall load above the beam is triangular load , maximum height of the wall at the support is 7' and reaches 0 at the free end.
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Should I consider this beam as cantilever beam and design??
Should I consider this beam as cantilever beam and design??
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Sir, beam should support wall of 6' height above it.