moment load

Problem 861 | Deflection by Three-Moment Equation

Problem 861
For the beam shown in Fig. P-861, determine the value of EIδ at 2 m and 4 m from the left support.
 

861-simple-beam-given.gif

 

Problem 844 | Continuous Beams with Fixed Ends

Problem 844
In the propped beam shown in Fig. P-844, determine the prop reaction.
 

844-overhanging-propped-beam.gif

 

Problem 831 | Reactions of Continuous Beams

Problem 831
Refer to Problem 817 for which M2 = -180 lb·ft.
 

831-shear-diagram.gif

 

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.
 

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

 

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

 

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

 

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