Problem 727 | Fully restrained beam with uniform load over the entire span
Problem 727
Repeat Problem 726 assuming that the concentrated load is replaced by a uniformly distributed load of intensity wo over the entire length.
Problem 726 | Fully restrained beam with concentrated load at midspan
Problem 726
A beam of length L, perfectly restrained at both ends, supports a concentrated load P at midspan. Determine the end moment and maximum deflection.
Problem 725 | Propped beam with partially restrained wall and settling simple support
Problem 725
If the support under the propped beam in Problem 724 settles an amount δ, show that the propped reaction decreases by 3EIδ/L3.
Problem 724 | Propped beam with partially restrained wall support
Problem 724
The beam shown in Fig. P-724 is only partially restrained at the wall so that, after the uniformly distributed load is applied, the slope at the wall is woL3/48EI upward to the right. If the supports remain at the same level, determine R.
Problem 723 | Propped beam with uniform load over half the span
Problem 723
Find the reaction R and the moment at the wall for the propped beam shown in Fig. P-723.
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.
Solution
Problem 719 | Propped beam with concentrated load at midspan by moment-area method
Problem 719
For the propped beam shown in Fig. P-719, determine the propped reaction R and the midspan value of EIδ.
Problem 707 | Propped beam with moment load at simple support by moment-area method
Problem 707
For the propped beam shown in Fig. P-707, solved for vertical reaction R at the simple support.
Problem 721 | Propped beam with decreasing load by moment-area method
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 | Propped beam with increasing load by moment-area method
Problem 720
Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.
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