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Problem(s) 1. Determine the reduced roof live load given the following information: a. Tributary Area = 320 ft b. Typical Pit
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ROOF LOADS Live Load Slope of roof Method of Design Lo = F = : 20 psf (as per ASCE7) 6 inches of rise per foot ASD CALCULATIOGIVEN DATA Location Ground Snow Load, Roof Slope Terrain Category Exposure Rochester, NY P,= 25 psf · 18.43° (4 in 12) : 1 (1Roof Slope = 4 in 12 ROOF LOADS Dead load Snow load 60 psf 85 psf Roof Angle 0 = tan 4/12) 18.43 Hence, dead load on horizona

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