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Enter distributed
loads (psf)
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D (floors)
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L
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Lr
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S
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D (roof)
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Column loads (kips):
enter wind/earthquake if any
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Minimum Design Loads version
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D
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L
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Lr
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S
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W
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E
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Design method:
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Garage, public assembly, or L
> 100psf?
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Consider Cd for wood (ASD)
only?
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Governing load combination
(positive, in kips):
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Governing load combination
(negative, in kips):
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