moment load
Problem 738 | Fully restrained beam with moment load
Problem 738
A perfectly restrained beam is loaded by a couple M applied where shown in Fig. P-738. Determine the end moments.
![738-moment-load-fixed-ended-beam.gif](/sites/default/files/reviewer-strength/07-restrained-beams/738-moment-load-fixed-ended-beam.gif)
Solution 738
Problem 733 | Cantilever beam with moment load at the free end and supported by a rod at midspan
Problem 733
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.
Problem 722 | Propped beam with moment load on the span by area-moment method
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.
![722-propped-beam-moment-load.gif](/sites/default/files/reviewer-strength/07-restrained-beams/722-propped-beam-moment-load.gif)
Solution
Problem 707 | Propped Beam with Moment Load
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.
![707-propped-beam-moment-load.gif](/sites/default/files/reviewer-strength/07-restrained-beams/707-propped-beam-moment-load.gif)
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Problem 658 | Beam Deflection by Conjugate Beam Method
Problem 658
For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.
![658-conjugate-beam-method.gif](/sites/default/files/reviewer-strength/06-beam-deflections/658-conjugate-beam-method.gif)