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ladil123
#3
Feb25-09, 11:53 AM
P: 45
My beam is positioned on a elastic material that gives the "elastic bedded" part to the problem, My boundary conditions are that the beam doesnt have any moment at the outer lengths of the beam and no shear forces there as well.

Should I determine the shear force or bending moment at some point with my formula for the deflection to get the stress contribution ?