Problem 738 A perfectly restrained beam is loaded by a couple M applied where shown in Fig. P-738. Determine the end moments.
Problem 734 Determine the end moments for the restrained beams shown in Fig. P-734.
Problem 722 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.
Solution
Problem 707 For the propped beam shown in Fig. P-707, solved for vertical reaction R at the simple support.
Problem 721 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.
Problem 720 Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
Problem 704 Find the reaction at the simple support of the propped beam shown in Figure PB-001 by using moment-area method.
Problem 658 For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.
Problem 657 Determine the midspan value of EIδ for the beam shown in Fig. P-657.
Problem 680 Determine the midspan value of EIδ for the beam loaded as shown in Fig. P-680.
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