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  • Users: FiniteElement2012
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  1. FiniteElement2012

    SEISMIC CALCULATION

    Hi, I am attaching my calculation for calculation of in-plane seismic shear loads to parallel wall. Effective Seismic weight of building comprised of 18" reinforced concrete walls, 10" masonry walls and non-composite roof is 266 kips. Assuming the structure to be rigid, I am getting 88/wall of...
  2. FiniteElement2012

    Combining Multiple WWR

    Question: Is there a code limitation on how many Welded Wire Meshes can be combined together to attain required Moment Strength in a wall in single layer? Example Discussion If moment strength of a welded mesh required is 0.15 sq. in Combing 3 layers of welded wire meshes 12x12 W5/W5 will = 3...

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