# maximum deflection

## Solution to Problem 643 | Deflection of Cantilever Beams

**Problem 643**

Find the maximum value of EIδ for the cantilever beam shown in Fig. P-643.

## Solution to Problem 642 | Deflection of Cantilever Beams

**Problem 642**

Find the maximum deflection for the cantilever beam loaded as shown in Figure P-642 if the cross section is 50 mm wide by 150 mm high. Use E = 69 GPa.

## Solution to Problem 636 | Deflection of Cantilever Beams

**Problem 636**

The cantilever beam shown in Fig. P-636 has a rectangular cross-section 50 mm wide by h mm high. Find the height h if the maximum deflection is not to exceed 10 mm. Use E = 10 GPa.

## 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 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 610 | Double Integration Method

**Problem 610**

The simply supported beam shown in Fig. P-610 carries a uniform load of intensity w_{o} symmetrically distributed over part of its length. Determine the maximum deflection δ and check your result by letting a = 0 and comparing with the answer to Problem 606.

## 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 607 | Double Integration Method

**Problem 607**

Determine the maximum value of EIy for the cantilever beam loaded as shown in Fig. P-607. Take the origin at the wall.

## Solution to Problem 606 | Double Integration Method

**Problem 606**

Determine the maximum deflection δ in a simply supported beam of length L carrying a uniformly distributed load of intensity w_{o} applied over its entire length.