Posted: Thu Mar 27, 2014 2:26 pm
You need to ask the truss designer that question.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?
With no ceiling it is 0. Most likely what the truss designer assumed.
BTW whose idea was it to have 4' truss centers?