The beam shown in Fig. P-735 is perfectly restrained at A but only partially restrained at B, where the slope is woL3/48EI directed up to the right. Solve for the end moments.
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.