# transformed beam

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

- Read more about Solution to Problem 696-697 | Beam Deflection by Method of Superposition
- Log in or register to post comments
- 17818 reads

## 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.

- Read more about Solution to Problem 693 | Beam Deflection by Method of Superposition
- Log in or register to post comments
- 14396 reads

## 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.)

- Read more about Solution to Problem 692 | Beam Deflection by Method of Superposition
- Log in or register to post comments
- 14319 reads

## 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.

- Read more about Solution to Problem 689 | Beam Deflection by Method of Superposition
- Log in or register to post comments
- 19589 reads

## 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.

- Read more about Solution to Problem 688 | Beam Deflection by Method of Superposition
- Log in or register to post comments
- 20034 reads