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  • Users: eheiberg
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  1. eheiberg

    Vestibule wind load

    I am designing a partition wall with doors. The partition wall is located between a small vestibule (150 square feet) and the interior of a building. The vestibule will be accessed when the building is not occupied, i.e. the doors in the partition wall will be locked. What is an appropriate...
  2. eheiberg

    Stairway Tower Wind Load: Corner Zone

    I have a 300 foot long 5 story building (200 feet deep). A 50 foot wide stairway tower projects 20 feet from the front and extends the full height of the building. Does anyone have experience with corner wind load zones for a similar projection? Should the corner zone extend 10% of the...

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