# beam deflection

# Problem 868 | Deflection by Three-Moment Equation

# Problem 860 | Deflection by Three-Moment Equation

# Deflections Determined by Three-Moment Equation

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

# 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 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 EIδ at the left end of the beam shown in Fig. P-688.

# Solution to Problem 686 | Beam Deflection by Method of Superposition

**Problem 686**

Determine the value of EIδ under each concentrated load in Fig. P-686.

# Solution to Problem 675 | Midspan Deflection

**Problem 675**

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