Snow Load On Metal Roof

To figure out the load on your roof take the depth of snow in feet and multiply it by the weight of a cubic foot of snow.
Snow load on metal roof. You can also find the load per square meter or square foot of roofing by opening the advanced mode. Check out our roof pitch snow load calculator to measure your roof s snow load capacity today. If the snow weighs 10 pounds per cubic foot and there are 1 5 feet on the roof each square foot of the roof is getting 15 pounds of pressure. P s c s p f.
The amount of additional snow load or surcharge depends on the difference in height of the two adjacent roofs and the lengths of roof perpendicular to the drop in height. Snow load thickness density. If unbalanced snow loading isn t required or specified the truss designer may enter the 25 psf snow load as a top chord live load tcll set the load duration factor to 1 15 for snow and turn snow loading off completely. If you want to calculate these values by hand use the following formulas.
Snow loads design snow loads shall be determined in accordance with chapter 7 of asce 7 05 but the design roof load shall not be less than that determined by section 1607. All rhino metal buildings are guaranteed to meet or exceed all local codes for which it was designed including roof snow loads for the lifetime of the structure. Snow load is an environmental load not a live load section 1602. Wondering how to calculate the number of snow guards needed for your metal roof.
Once you know these values our snow load calculator automatically finds the total weight of snow on your roof. As loads vary dramatically from one area and one elevation to another it is the responsibility of the buyer to current building codes with their local building officials before ordering a rhino steel building. Snow loads acting on a sloping surface shall be assumed to act on the horizontal projection of that surface. The sloped roof snow load p s shall be obtained by multiplying the flat roof snow load p f by the roof slope factor c s.
Snow can either blown from the low side of the roof towards the high side or is blown off the higher area of the roof onto the lower projected side. Therefore the reduction of live loads for tributary area in section 1607 11 2 is not permitted. Or the 25 psf snow load could be entered as a roof snow load with the unbalanced snow loading option turned off.