- Civil Engineering
- Design of Steel Structures
- A tension member, if subjected to possib...

Q. |
## A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed |

A. | 180 |

B. | 200 |

C. | 300 |

D. | 350 |

Answer» D. 350 |

View all MCQs in:
Design of Steel Structures

- A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
- The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
- Compression members composed of two channels back-to-back and separated by a small distance are connected together by riveting so that the minimum slenderness ratio of each member between the connections, does not exceed
- The slenderness ratio of lacing bars should not exceed
- As per IS: 800, in the plastic design, which of the following pairs are correctly matched? Working Loads Load factor (i) Dead load 1.7 (ii) Dead Load + imposed load 1.7 (iii) Dead load + load due to wind or 1.3 seismic forces (iv) Dead load + imposed load + load 1.7 due to wind or seismic forces Of these statements
- For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
- For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
- If the area of cross-section of a single angle discontinuous strut is 30 cm2 and allowable working stress corresponding to its slenderness ratio is 625 kg/cm2, the safe load carrying capacity of the member, is
- The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
- The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

Login to Continue

It will take less than 2 minutes

Report MCQ