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b. Ground snow load, live load = 60 psf, dead load = 10 psf, L/Δ = 360. c. Ground snow load, live load = 60 psf, dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever with a 220-pound point load applied to end. d. Includes incising factor. e. Northern species with no incising factor f.

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The chart below is based on general ground nditions, the assumed Ultimate Ground Bearing Capacity and calculated Allowable Ground Bearing Pressure (AGBP) for the different ground types. When evaluating ground nditions, these are important ter to know:

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