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Snow Load Design: ground snow load
Chicago IL to Duluth MN
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 | Chicago IL | 30 | II |
| ground snow load | Cincinnati OH | 30 | II |
| ground snow load | Cleveland OH | 35 | II |
| ground snow load | Columbia SC | 10 | II |
| ground snow load | Columbus OH | 30 | II |
| ground snow load | Dallas TX | 5 | II |
| ground snow load | Denver CO | 45 | II |
| ground snow load | Des Moines IA | 30 | II |
| ground snow load | Detroit MI | 35 | II |
| ground snow load | Duluth MN | 65 | II |
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