# moment diagram by parts

## Problem 738 | Fully restrained beam with moment load

- Read more about Problem 738 | Fully restrained beam with moment load
- Log in or register to post comments

## Problem 734 | Restrained beam with uniform load over half the span

**Problem 734**

Determine the end moments for the restrained beams shown in Fig. P-734.

## Problem 722 | Propped beam with moment load on the span by area-moment method

**Problem 722**

For the beam shown in Fig. P-722, compute the reaction R at the propped end and the moment at the wall. Check your results by letting b = L and comparing with the results in Problem 707.

**Solution**

## Problem 707 | Propped beam with moment load at simple support by moment-area method

## Problem 721 | Propped beam with decreasing load by moment-area method

**Problem 721**

By the use of moment-are method, determine the magnitude of the reaction force at the left support of the propped beam in Fig. P-706.

## Problem 720 | Propped beam with increasing load by moment-area method

**Problem 720**

Find the reaction at the simple support of the propped beam shown in Fig. P-705 by using moment-area method.

## Problem 704 | Propped beam with some uniform load by moment-area method

**Problem 704**

Find the reaction at the simple support of the propped beam shown in Figure PB-001 by using moment-area method.

## Problem 658 | Beam Deflection by Conjugate Beam Method

**Problem 658**

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

- Read more about Problem 658 | Beam Deflection by Conjugate Beam Method
- Log in or register to post comments

## Problem 657 | Beam Deflection by Conjugate Beam Method

**Problem 657**

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

- Read more about Problem 657 | Beam Deflection by Conjugate Beam Method
- Log in or register to post comments

## Solution to Problem 680 | Midspan Deflection

**Problem 680**

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

- Read more about Solution to Problem 680 | Midspan Deflection
- Log in or register to post comments