## Problem 813 | Continuous Beam by Three-Moment Equation

**Problem 813**

Determine the moment over the support R_{2} of the beam shown in Fig. P-813.

**Problem 813**

Determine the moment over the support R_{2} of the beam shown in Fig. P-813.

**Problem 726**

A beam of length L, perfectly restrained at both ends, supports a concentrated load P at midspan. Determine the end moment and maximum deflection.

**Problem 656**

Find the value of EIδ at the point of application of the 200 N·m couple in Fig. P-656.

**Problem 655**

Find the value of EIδ under each concentrated load of the beam shown in Fig. P-655.

**Problem 690**

The beam shown in Fig. P-690 has a rectangular cross section 50 mm wide. Determine the proper depth d of the beam if the midspan deflection of the beam is not to exceed 20 mm and the flexural stress is limited to 10 MPa. Use E = 10 GPa.

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 687 | Beam Deflection by Method of Superposition

**Problem 687**

Determine the midspan deflection of the beam shown in Fig. P-687 if E = 10 GPa and I = 20 × 10^{6} mm^{4}.

**Problem 686**

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

**Problem 685**

Determine the midspan value of EIδ for the beam loaded as shown in Fig. P-685. Use the method of superposition.

**Problem 680**

Determine the midspan value of EIδ for the beam loaded as shown in Fig. P-680.

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