Determine the seismic design forces for the N-S and E-W directions (base shear and base overturning...

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Determine the seismic design forces for the N-S and E-W directions (base shear and base overturning moment) for a new one-story flower shop retail store with load bearing tilt-up (intermediate precast concrete) shear wall exterior wall system and a panelized wood roof system as shown below. The building is located at 8920 Old Number Six Hwy, Santee, South Carolina. Use ASCE 7-22 design provisions and use the following design data: Site Classification D Roof Dead load = 15 psf Storefront Windows = 15 psf 52" Tilt-Up Walls = 69 psf 80 5-1/2" Tilt-Up Concrete Wall Panels - 22' High without Parapets 40 Wood Roof Framing with Plywood Sheathing 120 Storefront Windows 200 40 Determine the seismic design forces for the N-S and E-W directions (base shear and base overturning moment) for a new one-story flower shop retail store with load bearing tilt-up (intermediate precast concrete) shear wall exterior wall system and a panelized wood roof system as shown below. The building is located at 8920 Old Number Six Hwy, Santee, South Carolina. Use ASCE 7-22 design provisions and use the following design data: Site Classification D Roof Dead load = 15 psf Storefront Windows = 15 psf 52" Tilt-Up Walls = 69 psf 80 5-1/2" Tilt-Up Concrete Wall Panels - 22' High without Parapets 40 Wood Roof Framing with Plywood Sheathing 120 Storefront Windows 200 40

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Given Site Class D Roof Dead Load 15 psf Storefront Windows Load 15 psf TiltUp Wall Load 69 psf Buil... View the full answer