# overhanging beam

## Solution to Problem 696-697 | Beam Deflection by Method of Superposition

**Problem 696**

In Fig. P-696, determine the value of P for which the deflection under P will be zero.

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

**Problem 693**

Determine the value of EIδ at the left end of the overhanging beam in Fig. P-693.

## Solution to Problem 692 | Beam Deflection by Method of Superposition

**Problem 692**

Find the value of EIδ midway between the supports for the beam shown in Fig. P-692. (Hint: Combine Case No. 11 and one half of Case No. 8.)

## Solution to Problem 689 | Beam Deflection by Method of Superposition

**Problem 689**

The beam shown in Fig. P-689 has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 10^{6} psi.

## 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 675 | Midspan Deflection

**Problem 675**

Repeat Prob. 674 for the overhanging beam shown in Fig. P-675.

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