- Civil Engineering
- Design of Steel Structures
- Secant formula for direct stress in comp...

Q. |
## Secant formula for direct stress in compression, is applicable only for slenderness ratio upto |

A. | 120 |

B. | 130 |

C. | 140 |

D. | 150 |

Answer» C. 140 |

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Design of Steel Structures

- Secant formula for direct stress in compression, is applicable only for slenderness ratio upto
- Slenderness ratio of a compression member is
- The maximum slenderness ratio of a compression member carrying both dead and superimposed load is
- The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, 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 maximum slenderness ratio of a compression member carrying both dead and superimposed load is
- The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is
- For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
- A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
- Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to

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