## Problem 866 | Deflection by Three-Moment Equation

**Problem 866**

Determine the midspan value of EIδ for the beam shown in Fig. P-866.

- Read more about Problem 866 | Deflection by Three-Moment Equation
- Log in or register to post comments

**Problem 866**

Determine the midspan value of EIδ for the beam shown in Fig. P-866.

- Read more about Problem 866 | Deflection by Three-Moment Equation
- Log in or register to post comments

**Problem 861**

For the beam shown in Fig. P-861, determine the value of EIδ at 2 m and 4 m from the left support.

- Read more about Problem 861 | Deflection by Three-Moment Equation
- Log in or register to post comments

**Problem 844**

In the propped beam shown in Fig. P-844, determine the prop reaction.

- Read more about Problem 844 | Continuous Beams with Fixed Ends
- Log in or register to post comments

Problem 834 | Reactions of Continuous Beams

- Read more about Problem 834 | Reactions of Continuous Beams
- Log in or register to post comments

**Problem 831**

Refer to Problem 817 for which M_{2} = -180 lb·ft.

- Read more about Problem 831 | Reactions of Continuous Beams
- Log in or register to post comments

Problem 826 | Continuous Beam by Three-Moment Equation

**Problem 826**

See Figure P-826.

- Read more about Problem 826 | Continuous Beam by Three-Moment Equation
- Log in or register to post comments

**Problem 738**

A perfectly restrained beam is loaded by a couple M applied where shown in Fig. P-738. Determine the end moments.

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

**Problem 733**

The load P in Prob. 732 is replaced by a counterclockwise couple M. Determine the maximum value of M if the stress in the vertical rod is not to exceed 150 MPa.

**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.

**Problem 707**

A couple M is applied at the propped end of the beam shown in Fig. P-707. Compute R at the propped end and also the wall restraining moment.

- Read more about Problem 707 | Propped Beam with Moment Load
- Log in or register to post comments