# end deflection

## Solution to Problem 693 | Beam Deflection by Method of Superposition

## Solution to Problem 688 | Beam Deflection by Method of Superposition

**Problem 688**

Determine the midspan value of *EI*δ at the left end of the beam shown in Fig. P-688.

## Solution to Problem 666 | Deflections in Simply Supported Beams

**Problem 666**

Determine the value of EIδ at the right end of the overhanging beam shown in Fig. P-666.

## Solution to Problem 644 | Deflection of Cantilever Beams

**Problem 644**

Determine the maximum deflection for the beam loaded as shown in Fig. P-644.

## 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 641 | Deflection of Cantilever Beams

**Problem 641**

For the cantilever beam shown in Fig. P-641, what will cause zero deflection at A?

## Solution to Problem 639 | Deflection of Cantilever Beams

**Problem 639**

The downward distributed load and an upward concentrated force act on the cantilever beam in Fig. P-639. Find the amount the free end deflects upward or downward if E = 1.5 × 10^{6} psi and I = 60 in^{4}.

## Solution to Problem 638 | Deflection of Cantilever Beams

**Problem 638**

For the cantilever beam shown in Fig. P-638, determine the value of EIδ at the left end. Is this deflection upward or downward?