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Darkwood
Been subbing to help out a company while hes on his jollies, hes requested me to mount floodlighting external on a structural steel tubular girder, its approx 6" 150mm diameter, i have it down to use stainless strapping with a crimping device similar to what they strap heavy products to pallets for transport, he's shunned that idea and said use tex screws, now i know the steel thickness isnt an issue been about 6mm but my problem is the job they will be doing, normally they are used for the likes of cladding etc where they have exceptional vertical strength to hold down the clad but when you put a fitting up subject to high winds etc this put lateral forces on the screw 90degrees to the shaft. I cant see how this can be acceptable, ive also contacted the manufactures of the screw who informed me that their product wasn't really designed for the use i want.
Thoughts please as other manufacturers make similar products but are my concerns correct.
Thoughts please as other manufacturers make similar products but are my concerns correct.