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  • Users: JAKCE
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  1. JAKCE

    40 % increase on wood structural panel shearwall

    greetings... I would like to verify my interpretation of section 2304.4.1 of IBC 2002 stating that the capacities in table 2306.4.1 (allowable shear for wood structural panel shearwalls) are permitted to be increased by 40 % for wind design. Does it means that sheathing with 15/32 in thk...
  2. JAKCE

    WIND LOAD ON PARAPET

    * * * * * * * * * * 10 FT HEIGHT * * * * *-----* ----------------*-----* 4 FT ROOF DECK I JUST...

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