- Civil Engineering
- Design of Steel Structures
- Allowable working stress corresponding t...

Q. |
## 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 |

A. | 50 % |

B. | 60 % |

C. | 70 % |

D. | 80 % |

Answer» D. 80 % |

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Design of Steel Structures

- 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
- For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
- For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
- The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is
- The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, 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
- Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than
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- If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is
- If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is

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