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Jonathan Ochshorn

© 2009 Jonathan Ochshorn.

**Directions:** Enter values for ground snow load, exposure, terrain, thermal factor, importance, roof type and slope, and surface characteristics (i.e., slippery or nonslippery surface). Typical roof types are illustrated in Fig. 1 below, with the distance, *W,* measured from eave to ridge in gable- or hip-type roofs.

Note that this calculates only the basic roof snow load (and unbalanced loads for hip and gable roofs), and does not take other aspects of roof geometry into account (for example, surcharges due to drifting snow that could accumulate against walls, parapets, or other obstructions).

In addition to regular (balanced) loads, *unbalanced* loads are computed for hip and gable roofs with roof angles between 1/2 in 12 (2.38°) and 7 in 12 (30.26°). See Fig. 2 for magnitudes. Values for "b" and "c" are zero for ridge-to-eave distances, *W*, of 20 ft or less. Both the balanced and unbalanced load cases must be checked.

* Press "update" button*.

More detailed explanations and examples can be found in my text.

**Disclaimer:** This calculator is not intended to be used for the design of actual structures, but only for schematic (preliminary) understanding of structural design principles. For the design of an actual structure, a competent professional should be consulted. Calculations are based on recommendations in ASCE/SEI 7-10 *Minimum Design Loads for Buildings and Other Structures*.

First posted July 12, 2009 | Last updated January 11, 2012