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Beam and Column Load Tables for Unistrut P1000 and P1001

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.

Load Tables For Unistrut P1000 & P10011000 & P1001 Elements of SectionImportant Technical Notes on Unistrut Load Tables:

* Load limited by spot weld shear.**

KL/r >200NR = Not Recommended.

1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w lbs/in).

2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 of the Unistrut Engineering Catalog for reduction factors for unbraced lengths.

3. For pierced channel, multiply beam loads by the following factor:

"KO" Series .......95% "T" Series ..........85%"HS" Series .......90% "SL" Series ........85%"H3" Series ........90% "DS" Series ........70%

4. Deduct channel weight from the beam loads.

5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18 of the Unistrut Engineering Catalog.

6. All beam loads are for bending about Axis 1-1.If you have additional questions about locating loading data, consult the Unistrut Engineering Catalog or contact Unistrut Service Company for further assistance.