For the beam shown in Fig. P-861, determine the value of EIδ at 2 m and 4 m from the left support.
In the propped beam shown in Fig. P-844, determine the prop reaction.
Refer to Problem 826.
Refer to Problem 817 for which M2 = -180 lb·ft.
See Figure P-826.
A perfectly restrained beam is loaded by a couple M applied where shown in Fig. P-738. Determine the end moments.
The load P in Prob. 732 is replaced by a counterclockwise couple M. Determine the maximum value of M if the stress in the vertical rod is not to exceed 150 MPa.
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.
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.
For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.