Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
For the propped beam shown in Fig. P-707, solved for vertical reaction R at the simple support.
There is a small initial clearance D between the left end of the beam shown in Fig. P-712 and the roller support. Determine the reaction at the roller support after the uniformly distributed load is applied.
The beam in Figure PB-006 is supported at the left by a spring that deflects 1 inch for each 300 lb. For the beam E = 1.5 × 106 psi and I = 144 in4. Compute the deflection of the spring.
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.