# Uniformly Distributed Load

## Problem 729 | Uniform load over the center part of fixed-ended beam

## 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 w_{o} over the entire length.

## 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 $\delta$, show that the propped reaction decreases by $3EI\delta / L^3$.

## 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 $w_oL^3 / 48EI$ 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 715 | Distributed loads placed symmetrically over fully restrained beam

**Problem 12**

Determine the moment and maximum EIδ for the restrained beam shown in Fig. RB-012. (Hint: Let the redundants be the shear and moment at the midspan. Also note that the midspan shear is zero.)

## Problem 709 | Propped Beam with Spring Support

**Example 06**

The beam in Figure PB-006 is supported at the left by a spring that deflects 1 inch for each 300 lb. For the beam E = 1.5 × 10^{6} psi and I = 144 in^{4}. Compute the deflection of the spring.

## Problem 708 | Two Indentical Cantilever Beams

**Problem 708**

Two identical cantilever beams in contact at their ends support a distributed load over one of them as shown in Fig. P-708. Determine the restraining moment at each wall.

## Problem 704 | Solution of Propped Beam

**Problem 704**

Find the reactions at the supports and draw the shear and moment diagrams of the propped beam shown in Fig. P-704.