- Civil Engineering
- Design of Steel Structures
- The effective length of a double angle s...

Q. |
## 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 |

A. | 0.5 L |

B. | 0.67 L |

C. | 0.85 L |

D. | 2 L |

Answer» C. 0.85 L |

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Design of Steel Structures

- 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
- 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
- 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
- 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
- Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than
- Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than
- 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
- The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

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