Question:

Statically indeterminate beam?

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Bending beam. I need help with this problem. I have attached a photo. In your solution I do not need to see a bending moment or shear force diagram. If you simply give me the max shear and max bending, along with the 3 reactions, that would be great.

http://i37.photobucket.com/albums/e68/deformmechanics/beam.jpg

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  1. Reactions: A=qL/8

    B=33qL/16

    C=13qL/16

    The max shear stress is (19qL)/16

    The max bending moment is (-3qL^2)/8

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