# Beam Deflection

## Continuous Beam With a Gap and a Zero Moment in Interior Support

**Situation**

A beam of uniform cross section whose flexural rigidity *EI* = 2.8 × 10^{11} N·mm^{2}, is placed on three supports as shown. Support *B* is at small gap Δ so that the moment at *B* is zero.

1. Calculate the reaction at *A*.

A. 4.375 kN | C. 5.437 kN |

B. 8.750 kN | D. 6.626 kN |

2. What is the reaction at *B*?

A. 4.375 kN | C. 5.437 kN |

B. 8.750 kN | D. 6.626 kN |

3. Find the value of Δ.

A. 46 mm | C. 34 mm |

B. 64 mm | D. 56 mm |

## Problem 870 | Beam Deflection by Three-Moment Equation

- Read more about Problem 870 | Beam Deflection by Three-Moment Equation
- Log in or register to post comments

## Problem 869 | Deflection by Three-Moment Equation

- Read more about Problem 869 | Deflection by Three-Moment Equation
- Log in or register to post comments

## Problem 868 | Deflection by Three-Moment Equation

- Read more about Problem 868 | Deflection by Three-Moment Equation
- Log in or register to post comments

## Problem 860 | Deflection by Three-Moment Equation

- Read more about Problem 860 | Deflection by Three-Moment Equation
- Log in or register to post comments

## Deflections Determined by Three-Moment Equation

- Read more about Deflections Determined by Three-Moment Equation
- Log in or register to post comments

## Solution to Problem 696-697 | Beam Deflection by Method of Superposition

## Solution to Problem 693 | Beam Deflection by Method of Superposition

**Problem 693**

Determine the value of EIδ at the left end of the overhanging beam in Fig. P-693.

## 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.