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  1. padeyedesigner

    PRISMATIC SECTION VS GENERAL SECTION

    DEAR SIR/MADAM, WHAT IS THE DIFFERENCE BETWEEN PRISMATIC SECTION AND GENERAL SECTION IN SACS/ STAAD. CAN ANYBODY EXPLAIN ME, IT WILL VERY USEFUL FOR ME. THANKS.
  2. padeyedesigner

    REG : WEAK AXIS SHEAR AREA OF I SECTION

    Dear Sir/Madam, In sacs, I have checked the Major axis shear area of " i section " while reviewing the member in postvue, I came to know software is taking only 2/3 of the Two flange areas. But as per AISC, it should take 2 x flange areas. If anybody answer to my question means, it will...
  3. padeyedesigner

    SACS

    CAN ANYBODY TELL ME THE ANSWER FOR FOLLOWING ? WHICH AREA'S TAKING FOR MAJOR AXIS SHEAR OF I SECTION IN SACS ANALYSIS SOFTWARE ? WHETHER IS IT TAKING FULL TWO FLANGE AREA'S OF I SECTION ? YOUR VALUABLE ANSWERS ARE HIGHLY APPRICIATED. BY AYYAPPAN.

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