ReverenceEng
Structural
- Feb 18, 2016
- 81
Greetings!
Question on low roof snow.
Background: We apply flat and drift snow loads on a low roof such as a canopy or awning. As the slope of the low roof (such as for an awning) increases, the flat roof snow load becomes a sloped roof snow load which starts to decrease after about 15 degrees until the slope is so steep that no snow load needs to be applied (this is all for cold slipper roofs).
Question: Can we apply the same reduction to the drift loads? Naturally, as the slope increases, the same slope factor and effects would apply to drifting snow as well, but I don't see to see anything specific in the code about this. I am thinking this might fall under interpretation and judgment. Curious to hear others' thoughts...
Question on low roof snow.
Background: We apply flat and drift snow loads on a low roof such as a canopy or awning. As the slope of the low roof (such as for an awning) increases, the flat roof snow load becomes a sloped roof snow load which starts to decrease after about 15 degrees until the slope is so steep that no snow load needs to be applied (this is all for cold slipper roofs).
Question: Can we apply the same reduction to the drift loads? Naturally, as the slope increases, the same slope factor and effects would apply to drifting snow as well, but I don't see to see anything specific in the code about this. I am thinking this might fall under interpretation and judgment. Curious to hear others' thoughts...