Snow Load Design: ground snow load
Philadelphia PA to Salt Lake City UT
ASCE 7-22 snow load design parameters: ground snow loads (pg) for 50 US cities, exposure factor Ce (Table 7.3-1), thermal factor Ct (Table 7.3-2), importance factor Is (ASCE 7-16 Table 1.5-2), and slope factor Cs (Figure 7.4-1) for warm/cold slippery/non-slippery roofs
| parameter type | location or category | pg psf (psf) | risk category |
|---|---|---|---|
| ground snow load | Philadelphia PA | 45 | II |
| ground snow load | Phoenix AZ | 0 | II |
| ground snow load | Pittsburgh PA | 40 | II |
| ground snow load | Portland ME | 65 | II |
| ground snow load | Portland OR | 10 | II |
| ground snow load | Providence RI | 50 | II |
| ground snow load | Raleigh NC | 15 | II |
| ground snow load | Richmond VA | 20 | II |
| ground snow load | Sacramento CA | 5 | II |
| ground snow load | Salt Lake City UT | 55 | II |
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