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## Q1. |
## if the deflection at the free end of a uniformly loaded cantilever beam of length 1 m is equal to 7.5 mm, then the slope at the free end is : |

- A. 0.01 radian
- B. 0.015 redian
- C. 0.02 redian
- D. None of these

## Q2. |
## A simply supported beam with rectangular cross - section is subjected to central concentrated load. if the width and depth of the beam are doubled , then the deflection at the centre of the beam will be reduced to : |

- A. 50%
- B. 25 %
- C. 12.5%
- D. 6.25%

## Q3. |
## Which of the following does not fall in the category of displacement method ? |

- A. Method of consistent deformation
- B. Equilibrium method
- C. Moment distribution method
- D. Stiffness method

## Q4. |
## Which of the following does not fall in the category of : |

- A. displacement method
- B. equilibrium method
- C. force method
- D. stiffness method

## Q5. |
## Castigliano's theorem fall under the category of : |

- A. displacement method
- B. equilibrium method
- C. force method
- D. stiffness method

## Q6. |
## Compatibility condition are essentially required to solve : |

- A. substitute frame
- B. complex truss
- C. redundant frame
- D. compound truss