## Problem 844 | Continuous Beams with Fixed Ends

**Problem 844**

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

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**Problem 844**

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

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**Problem 843**

Use the three-moment equation to determine the wall moment and solve for the prop reaction for the beam in Fig. P-843.

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**Problem 734**

Determine the end moments for the restrained beams shown in Fig. P-734.

**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 732**

The midpoint of the steel in Fig. P-732 is connected to the vertical aluminum rod. Determine the maximum value of P if the stress in the rod is not to exceed 120 MPa.

**Problem 703**

Determine the end moment and maximum deflection for a perfectly restrained beam loaded as shown in Fig. P-730.

**Problem 728**

Determine the end moment and maximum deflection of a perfectly restrained beam loaded as shown in Fig. P-728.

**Problem 727**

Repeat Problem 726 assuming that the concentrated load is replaced by a uniformly distributed load of intensity w_{o} over the entire length.

**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**

If the support under the propped beam in Problem 724 settles an amount $\delta$, show that the propped reaction decreases by $3EI\delta / L^3$.