**Design
Of Truss Angles : Program Info. / Limitations**
*(
Actual program is available in
Super Civil CD )* |

**Structural steel design is as per Indian Standard No. IS:800-1984.** |

**Back to Back distance between double angles is considered as 6 mm.** |

**Yield stress fy = 250 Mpa.** |

**Tension with Bending Moment not permitted.** |

**Welded connections are assumed.** |

**Angle Flange Is Assumed In Compression.** |

**Increase In Stress Factor is Applied to permissible Stresses,
hence Stress Ratio is Always Taken As Less Than OR Equal To 1.00.** |