STR04 X02-01 - Load Combination Example #1

For this problem, we're examining a building that's subjected to a floor loading consisting of a dead load of 68 PSF and a live load of 75 PSF, and a roof subjected to a dead load of 45 PSF, a roof live load of 20 PSF, a snow load of 30 PSF, a rain load of 15 PSF, and a wind load of 25 PSF that causes uplift.
ASCE 7-16
ASCE/SEI 7-16
Minimum Design Loads and Associated Criteria for Buildings and Other Structures
Simply Supported Beam
Load Combinations

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