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Unistrut Size Chart

Unistrut Size Chart - The legs of the unistrut are facing downwards. So while you see nfpa 13 showing examples of how to determine the section moduls for and. What do you guys think about this detail? The reading i have done explains how to work out the forces and moments on a static cantilever beam, but not what is. The unistrut is p1000 profile so is basically a 41mm x 41mm x 2.5mm thick channel with the toes of the channel flange turned back into a return. Power strut = unistrut (same company and they've even started stamping both part numbers on their fittings). The existing unistruts are already welded in this. The load is only about 150bs. I specified the unistrut based on the published allowable values in the unistrut. I could use unistrut product group or unistrut product group i planned on a three tier verticle tower.with square frames off of the main pole for three burners.it seems simple.

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