STR04 X02c-16-01 Load Combination Example #1 using ASCE 7-16

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