A couple M is applied at the propped end of the beam shown in Fig. P-707. Compute R at the propped end and also the wall restraining moment.
The propped beam shown in Fig. P -706 is loaded by decreasing triangular load varying from wo from the simple end to zero at the fixed end. Find the support reactions and sketch the shear and moment diagrams
Find the reaction at the simple support of the propped beam shown in Fig. P-705 and sketch the shear and moment diagrams.
Find the reactions at the supports and draw the shear and moment diagrams of the propped beam shown in Fig. P-704.
There are 12 cases listed in the method of superposition for beam deflection.
See beam deflection by superposition method for details.
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