All beam loads are for bending about Axis 1-1. For other load conditions refer to page 18 of the Unistrut Engineering Catalog.Ħ. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. Deduct channel weight from the beam loads.ĥ. For pierced channel, multiply beam loads by the following factor: Refer to of the Unistrut Engineering Catalog for reduction factors for unbraced lengths.ģ. Unbraced spans can reduce beam load carrying capacity. Beam loads are based on a simple span and assumed to be adequately laterally braced. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w lbs/in).Ģ. Important Technical Notes on Unistrut Load Tables:ġ. Are you looking for Unistrut loading tables? We offer load data for nearly every section of our channel in the Unistrut Catalog, but since we get a good number of requests for Unistrut P1000 and P1001, we are including this information in a Tech Talk Post for convenient reference.
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