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  • Users: sean2000
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  1. sean2000

    Retaining Wall 2 ft from Rock

    I need to design a retaining wall 2 ft away from a vertical rock surface. Do I use the full 40 PSF equivalent fluid pressure (for granular fill and good drainage) or I can use a reduced load. I know theoretically fluid pressure is only related to height and not related to width or volume. But in...
  2. sean2000

    Shear wall allowable capicity using staples as fastener.

    IBC provide allowable shear for panels with 10d or 8d nailes. Anyone know how to define the capicity of panels with stales. Thanks.

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