OSHA compliant Safety Platforms, Loading Racks and Safety Cages
Both Class A and Class B Goldline Loading Rack Projects can be provided as complete solutions and satisfy the requirements dictated by the design region involved and standards and codes listed below.
0-25 PSF Snow Load
20 PSF Live Load on Canopy + 10 PSF Deadfall (IBC)
110-115 MPH Wind Load on Structure
125 PSF Live Load on Platform
20-100 PSF Snow Load on Canopy
115-140 MPH Wind Load on Structure (IBC 2015).
125 PSF Live Load on Platform
0-40 PSF Snow Load
20 PSF Live Load on Canopy (IBC)
115 MPH Wind Load on Structure
125 PSF Live Load on Platform
0-30 PSF Snow Load on Canopy
115-180 Ultimate MPH Wind Load on Structure
125 PSF Live Load on Platform
*Design regions are based off of predominant characteristics of a geographical area.
These characteristics are used as the primary design criteria.
USGS - U.S. Geological Survey
Documentation for the 2014 Update of the United States National Seismic Hazard Maps - PDF Download
Abstract
(page 13)
These time-independent maps are shown for 2-percent and 10-percent probability of exceedance in 50 years for peak horizontal ground acceleration as well as 5-hertz and 1-hertz spectral accelerations with 5-percent damping on a uniform firm rock site condition (760 meters per second shear wave velocity in the upper 30 m, VS30). In this report, the 2014 updated maps are compared with the 2008 version of the maps and indicate changes of plus or minus 20 percent over wide areas, with larger changes locally, caused by the modifications to the seismic source and ground motion inputs.
Our products and equipment are designed, engineered and manufactured to meet or exceed the requirements referenced in the following codes and standards.