sdcg
Structural
- Mar 9, 2011
- 3
Refer back to old thread179-260442. If large area of existing engineered building roof is being covered with light weight solar collector panesl (@ 4 psf) is is reasonable to perform calculations with using roof live load of zero for this area and replace it with additional dead load from solar panels? Stated further, for a preengineered metal building, is it reasonable to state the building can safely accept additional dead loads from adding roof mounted flat solar panels as long as the weight psf for the solar panels is less than the orignal design roof live load? Thanks.