# Beam Deflection

## Solution to Problem 620 | Double Integration Method

**Problem 620**

Find the midspan deflection δ for the beam shown in Fig. P-620, carrying two triangularly distributed loads. (*Hint:* For convenience, select the origin of the axes at the midspan position of the elastic curve.)

## Solution to Problem 619 | Double Integration Method

**Problem 619**

Determine the value of EIy midway between the supports for the beam loaded as shown in Fig. P-619.

## Solution to Problem 617 | Double Integration Method

**Problem 617**

Replace the load P in Prob. 616 by a clockwise couple M applied at the right end and determine the slope and deflection at the right end.

## Solution to Problem 616 | Double Integration Method

**Problem 616**

For the beam loaded as shown in Fig. P-616, determine (a) the deflection and slope under the load P and (b) the maximum deflection between the supports.

## Solution to Problem 615 | Double Integration Method

**Problem 615**

Compute the value of EI y at the right end of the overhanging beam shown in Fig. P-615.

## Solution to Problem 614 | Double Integration Method

**Problem 614**

For the beam loaded as shown in Fig. P-614, calculate the slope of the elastic curve over the right support.

## Solution to Problem 613 | Double Integration Method

**Problem 613**

If E = 29 × 10^{6} psi, what value of I is required to limit the midspan deflection to 1/360 of the span for the beam in Fig. P-613?

## Solution to Problem 612 | Double Integration Method

**Problem 612**

Compute the midspan value of EI δ for the beam loaded as shown in Fig. P-612.

## Solution to Problem 609 | Double Integration Method

**Problem 609**

As shown in Fig. P-609, a simply supported beam carries two symmetrically placed concentrated loads. Compute the maximum deflection δ.

## Solution to Problem 608 | Double Integration Method

**Problem 608**

Find the equation of the elastic curve for the cantilever beam shown in Fig. P-608; it carries a load that varies from zero at the wall to w_{o} at the free end. Take the origin at the wall.