# moment diagram by parts

## Solution to Problem 679 | Midspan Deflection

## Solution to Problem 678 | Midspan Deflection

**Problem 678**

Determine the midspan value of EIδ for the beam shown in Fig. P-678.

## Solution to Problem 677 | Midspan Deflection

**Problem 677**

Determine the midspan deflection of the beam loaded as shown in Fig. P-677.

## Solution to Problem 676 | Midspan Deflection

**Problem 676**

Determine the midspan deflection of the simply supported beam loaded by the couple shown in Fig. P-676.

## Solution to Problem 674 | Midspan Deflection

**Problem 674**

Find the deflection midway between the supports for the overhanging beam shown in Fig. P-674.

## Solution to Problem 669 | Deflections in Simply Supported Beams

**Problem 669**

Compute the value of EIδ midway between the supports of the beam shown in Fig. P-669.

## Solution to Problem 661 | Deflections in Simply Supported Beams

**Problem 661**

Compute the midspan deflection of the symmetrically loaded beam shown in Fig. P-661. Check your answer by letting a = L/2 and comparing with the answer to Problem 609.

## Solution to Problem 660 | Deflections in Simply Supported Beams

**Problem 660**

A simply supported beam is loaded by a couple M at its right end, as shown in Fig. P-660. Show that the maximum deflection occurs at x = 0.577L.

## Solution to Problem 659 | Deflections in Simply Supported Beams

**Problem 659**

A simple beam supports a concentrated load placed anywhere on the span, as shown in Fig. P-659. Measuring x from A, show that the maximum deflection occurs at x = √[(L^{2} - b^{2})/3].

## Solution to Problem 658 | Deflections in Simply Supported Beams

**Problem 658**

For the beam shown in Fig. P-658, find the value of EIδ at the point of application of the couple.