## 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 738**

A perfectly restrained beam is loaded by a couple M applied where shown in Fig. P-738. Determine the end moments.

**Problem 737**

In the perfectly restrained beam shown in Fig. P-737, support B has settled a distance Δ below support A. Show that M_{B} = -M_{A} = 6EIΔ/L^{2}.

**Problem 736**

Determine the end shears and end moments for the restrained beam shown in Fig. P-736 and sketch the shear and moment diagrams.

**Problem 734**

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

**Problem 703**

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

**Problem 729**

For the restrained beam shown in Fig. P-729, compute the end moment and maximum EIδ.

**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 715**

Determine the moment and maximum EIδ for the restrained beam shown in Fig. P-715. (Hint: Let the redundants be the shear and moment at the midspan. Also note that the midspan shear is zero.)

**Problem 714**

Determine the end moments of the restrained beam shown in Fig. P-714.