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.
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Problem 706 | Solution of Propped Beam with Decreasing Load
Example 03
The propped beam shown in Fig. P -706 is loaded by decreasing triangular load varying from wo from the simple end to zero at the fixed end. Find the support reactions and sketch the shear and moment diagrams
Application of Double Integration and Superposition Methods to Restrained Beams
Contents
1 - Superposition Method
2 - Double Integration Method
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Superposition Method
There are 12 cases listed in the method of superposition for beam deflection.
- Cantilever beam with...
- concentrated load at the free end.
- concentrated load anywhere on the beam.
- uniform load over the entire span.
- triangular load with zero at the free end
- moment load at the free end.
- Simply supported beam with...
- concentrated load at the midspan.
- concentrated load anywhere on the beam span.
- uniform load over the entire span.
- triangular load which is zero at one end and full at the other end.
- triangular load with zero at both ends and full at the midspan.
- moment load at the right support.
- moment load at the left support.
See beam deflection by superposition method for details.