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Looking to find a deflection equation for a simply supported overhanging beam with two supports and a point- load at the end of the canteliever. I can determine reactions at the supports but i am having trouble finding deflection between the supports.

Any help is appreciated!

the beam in question looks like (a) in the following picture but if we call L/2 a, instead.

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# Need some help with overhanging beam deflection!

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