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  1. MRberkeng

    OVERSTRENGTH FACTOR SECT 12.4.3.2

    In the new code (ASCE 7-05), when there is a discontinous load from a shearwall at a second story we are supposed to use Section 12.4.3.2 How is this applied? In the 97 UBC we would multiply the seismic uplift load by 2.8 onto a beam or post below that shearwall if it would not have a shearwall...
  2. MRberkeng

    column base design for a cantilevered column

    THANKS GUYS
  3. MRberkeng

    column base design for a cantilevered column

    HOW DO I DESIGN THE BASE PLATE FOR A CANTILEVERED COLUMN. IVE TRIED SEARCHIMG THE AISC MANUAL BUT IT ONLY COVERS A AXIAL FORCE BASE DESIGN. CAN ANYONE SHOW ME THE CORRECT WAY. THANKS

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