Roof Angle 25 deg 6.53 ft 8.00 ft Roof 12.00 ft Second Floor First Floor 28.00 ft 40.00 ft Figure 1, Overall Isometric View, not to scale Ignore Overhang at Eave Roof 2nd Centerline Bearing Wall 1st Crawl Space HEILI Problem 1 Elevation NTS Figure 2. Typical Cross Section at 2-Story Portion, not to scale Problem 3 (16 pts) For the house shown in Figures 1 & 2 and utilizing ASCE 7-16 Chapter 12 Seismic Design Requirements, ELF Procedure (references provided on Canvas) and the design information below, determine the following: a) The seismic weight, kips (7 pts) b) The seismic base shear, kips (4 pts) c) The vertical distribution of base shear (story force F), kips (5 pts) Seismic Design Information Sos Soi LE T R 0.489 g 0.221 g 1.0 0.60 sec 6.5 Unit Weights (self-weights) Component Unit Weight, psf Comments Roof with ceiling 20.0 On horizontal area Floors with 12.0 On horizontal area ceiling Exterior Walls 14.0 On vertical area Interior Walls 8.0 On vertical area Length of Walls Level Interior 2nd Story 240 ft 1st Story 240 ft