Chapter 10 Statically Indeterminate Beams
a propped cantilever beam AB supports a uniform load q determine the reactions, shear forces, bending moments, slopes, and deflections choose RB as the redundant, then . 3 qL2 RA = qL - RB MA = CC - RBL 2 and the bending moment of the beam is qx2 M = RAx - MA - CC 2 qL2 qx2
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