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Snow Load Design: slope factor

warm nonslippery 30deg to warm slippery 65deg

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

Civil Engineeringparameter type: slope factor10 rowsPage 2 of 3
parameter typelocation or categoryCs (dimensionless)roof slope deg (degrees)roof type
slope factorwarm nonslippery 30deg130warm nonslippery
slope factorwarm nonslippery 50deg0.550warm nonslippery
slope factorwarm nonslippery 70deg070warm nonslippery
slope factorwarm slippery 0deg10warm slippery
slope factorwarm slippery 15deg0.85715warm slippery
slope factorwarm slippery 25deg0.71425warm slippery
slope factorwarm slippery 35deg0.57135warm slippery
slope factorwarm slippery 45deg0.42945warm slippery
slope factorwarm slippery 5deg15warm slippery
slope factorwarm slippery 65deg0.14365warm slippery

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