Find the reaction R and the moment at the wall for the propped beam shown in Fig. P-723.
For the beam shown in Fig. P-722, compute the reaction R at the propped end and the moment at the wall. Check your results by letting b = L and comparing with the results in Problem 707.
For the propped beam shown in Fig. P-719, determine the propped reaction R and the midspan value of EIδ.
For the propped beam shown in Fig. P-707, solved for vertical reaction R at the simple support.
By the use of moment-are method, determine the magnitude of the reaction force at the left support of the propped beam in Fig. P-706.
Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
Find the reaction at the simple support of the propped beam shown in Figure PB-001 by using moment-area method.
See deflection of beam by moment-area method for details.
Rotation of beam from A to B
Deviation of B from a tangent line through A
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.