hiramelu wrote:Would anyone here know how to acurately calculate the "ceiling load" for a 30x50 building with 2x4 roof trusses with 4' O.C. spacing?
You need to ask the truss designer that question.
With no ceiling it is 0. Most likely what the truss designer assumed.
BTW whose idea was it to have 4' truss centers?
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Goldie(Bought New SN 377425)/4" jointer/6" beltsander/12" planer/stripsander/bandsaw/powerstation /Scroll saw/Jig saw /Craftsman 10" ras/Craftsman 6" thicknessplaner/ Dayton10"tablesaw(restoredfromneighborstrashpile)/ Mark VII restoration in 'progress'/ 10E[/size](SN E3779) restoration in progress, a 510 on the back burner and a growing pile of items to be eventually returned to useful life. - aka Red Grange
