WHY SHEAR FORCE & BENDING MOMENT ZERO AT FREE END .WHICH POINT HAS MAXIMUM SF & BENDING MOMENT


why Shear force & bending moment zero at free end in Portico slab /beam

Practical understanding why Shear force & Bending moment zero at free end cantilever portico slab beam

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I have explained following:
A cantilever is a beam supported only at one end, with load carried over the overhanging. This is in contrast to a simply-supported beam, which is supported at both ends. Cantilevers provide a clear space underneath the beam without any supporting columns or bracing.


1.what is SF at free end of the cantilever beam?
2.what is the shape of BMD with cantilever beam with load at whole span?
3.How do you draw SFD and BMD for cantilever beam?
4.How do you draw SFD  for cantilever beam?
5.what are SFD BMD diagrams?
6.How do you draw cantilever beam?
7.How do you are bending moment and shear force diagram for cantilever beam?
8.Why we recommend reinforcement at top section of cantilever beam slab in cantilever ?
9.What is the distance from fixed end towards free end to take care of most for shear force & bending moment?
The seven cases of cantilever beam for successful:watch next
Dash Link below to know more :sfd BMD solved example
Popular Series Cantilever Beam (SFD BMD) Loads on Different places on beam: https://www.youtube.com/playlist?list=PLQG8aNWzsO8xo9jMKnK4Ov7BBg2c5Q1ze

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