Archive for February, 2007

An Analysis of the Loads of Snow and Rain for Steel Structures

Thursday, February 1st, 2007

Anyone talking about all-steel structures, especially in areas that receive a lot of precipitation, necessitates a full understanding of snow and rain loads and any other applications.  Generally, a roof snow load amount should be less as opposed to the correct ground snow load amount because there is some snow separated from most every roof by the movement of wind and melting. Some climate linked situations that happen such like snow sliding and snow drift need to be factored in only if they should be required. The snow load on a lower building roof ought to be added to when there is a high pitched roof that exists that enables snow to slide to the lower level. Walls and parapets can be subject to considerable amounts of snow build up. Total building roof area, along with wall and parapet elevations, is then factored into all formulas totaling additional snow load amounts. There may be a requirement of four times the snow load amount than is typically assigned for a lower roof that is next to a building wall over which a more pronounced structure’s roof deposits snow upon the lower roof.