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Recent content by edsel75

  1. edsel75

    Access Floor - Equipment Rolling Load Vs. Live Load

    I have a project in CA where the Live Load is specified as 150psf, and the Equipment Load is specified as 1050psf. The equipment is being rolled of the access floor, onto its own self supporting structure. Does the Access Floor need to be designed with the 1050psf as the Live Load? How does...
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