# simple beam

## Problem 710 | Two simple beams at 90 degree to each other

## Problem 657 | Beam Deflection by Conjugate Beam Method

**Problem 657**

Determine the midspan value of EIδ for the beam shown in Fig. P-657.

## Problem 656 | Beam Deflection by Conjugate Beam Method

**Problem 656**

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

## Problem 655 | Beam Deflection by Conjugate Beam Method

**Problem 655**

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

## Problem 654 | Beam Deflection by Conjugate Beam Method

**Problem 654**

For the beam in Fig. P-654, find the value of EIδ at 2 ft from R_{2}.

## Problem 653 | Beam Deflection by Conjugate Beam Method

**Problem 653**

Compute the midspan value of EIδ for the beam shown in Fig. P-653. (Hint: Draw the M diagram by parts, starting from midspan toward the ends. Also take advantage of symmetry.

## 238 Finding the resultant of trapezoidal loading

**Problem 238**

The beam *AB* in Fig. P-238 supports a load which varies an intensity of 220 N/m to 890 N/m. Calculate the magnitude and position of the resultant load.

## Solution to Problem 691 | Beam Deflection by Method of Superposition

**Problem 691**

Determine the midspan deflection for the beam shown in Fig. P-691. (Hint: Apply Case No. 7 and integrate.)

## Solution to Problem 690 | Beam Deflection by Method of Superposition

**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 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}.