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1210224 WSU Cougar Pride Sculpture Date: 2/5/2024 <br /> g P By: Brett Danielson <br /> Else'• 915 North Broadway Avenue <br /> Tapio Office Center,Green Flag Building Y Page: 8 of 11 <br /> 104 South Freya Street,Suite 110-F.Spokane.WA 99202 Lateral Forces <br /> (509)532-1532 Voice and Cell,(509)534-0664 Fax Project No.: 2020077.1 <br /> Longitudinal Wind Direction: <br /> Location Overhangs Sidewall Main Ridge Overhangs <br /> Portion Length, ft. 0 2.5 2.5 0 <br /> Diaphragm height = 7.547 Tributary Height Tributary Height Tributary Height Tributary Height <br /> Windward Roof -4 0 + 0 0 + 0 0 + 0 0 + 0 <br /> Windward Wall 6.005 0.021 + 0 0.021 + 4.5 4.521 + 0.026 4.547 + -4.526 <br /> Leeward Roof 9.308 0 + 0 0 + 0 0 + 0 0 + 0 <br /> Leeward Wall 6.858 0.021 + 0 0.021 + 4.5 4.521 + 0.026 4.547 + -4.526 <br /> Total Wind Load = 0.27 , 0.27 58.15 58.49 58.49 58.15 0.27 0.27 <br /> Total Seismic Load = 82.02 , 82.02 190.62 , 191.25 191.25 190.62 82.02 , 82.02 <br /> Wall Identification: Long Side Long Side <br /> Wind Reactions: 145.802 lbs. 145.802 lbs. <br /> Seismic Reactions: 501.194 lbs. 501.194 lbs. <br /> Total Length: 6 feet 6 feet <br /> Sum of Openings: 5 feet 5 feet <br /> Net Length: 1 feet 1 feet <br /> Wind Shear: 145.80 plf 145.80 plf <br /> Seismic Shear: 501.19 plf 501.19 plf <br /> Overall Height: 9 feet 9 feet <br /> Portion Length: 0.5 feet 0.5 feet <br /> Portion Height: 7 feet 7 feet <br /> Portion Overturning: 626 ft-lbs 626 ft-lbs <br /> Jamb Development Force: 2506 lbs. 2506 lbs. <br /> Jamb Development Shear: 1252.99 plf 1252.99 plf <br /> Overall Overturning: 3222 ft-lbs 3222 ft-lbs <br /> Tributary Roof Width: 3 feet 3 feet <br /> Dead Load Resistance: 11248 ft-lbs 11248 ft-lbs <br /> Net Moment at Base: 0 ft-lbs 0 ft-lbs <br /> Hardware Force: 0 lbs. 0 lbs. <br />