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001a:41 Date: 2/5/2024 <br /> NNIEN341ilac-crin4l, <br /> ��rIk%vl`sto WSU Cougar Pride Sculpture By: Brett Danielson <br /> cing11ac• 915 North Broadway Avenue Page: 9 of l I <br /> Tapio Office Center,Green Flag Building g <br /> 104 South Freya Street,Suite 110-F,Spokane,WA 99202 Lateral Forces <br /> (509)532-1632 Voice and Cell,(509)534-0664 Fax Project No.: 2020077.1 <br /> Transverse Wind Direction: <br /> Location End Projection End Surface Center End Projection <br /> Portion Length, ft. 4 3 3 4 <br /> Diaphragm height = 7.547 Tributary Height Tributary Height Tributary Height Tributary Height <br /> Windward Roof -4 0.052 + 0 0.052 + 0 0.052 + 0 0.052 + 0 <br /> Windward Wall 6.005 0.021 + 0 0.021 + 4.5 4.521 + 0 4.521 + -4.5 <br /> Leeward Roof 9.308 0.052 + 0 0.052 + 0 0.052 + 0 0.052 + 0 <br /> Leeward Wall 7.266 0.021 + 0 0.021 + 4.5 4.521 + 0 4.521 + -4.5 <br /> Total Wind Load = 0.55 0.55 60.28 60.28 60.28 , 60.28 0.55 0.55 <br /> Total Seismic Load = 68.43 68.43 177.03 , 177.03 177.03 , 177.03 68.43 68.43 <br /> Wall Identification: End Surface End Surface <br /> Wind Reactions: 183.04 lbs. 183.04 lbs. <br /> Seismic Reactions: 831.379 lbs. 831.379 lbs. <br /> Total Length: 5 feet 5 feet <br /> Sum of Openings: 4 feet 4 feet <br /> Net Length: 1 feet 1 feet <br /> Wind Shear: 183.04 plf 183.04 plf <br /> Seismic Shear: 831.38 plf 831.38 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: 1039 ft-lbs 1039 ft-lbs <br /> Jamb Development Force: 4157 lbs. 4157 lbs. <br /> Jamb Development Shear: 2078.45 plf 2078.45 plf <br /> Overall Overturning: 5345 ft-lbs 5345 ft-lbs <br /> Tributary Roof Width: 5 feet 5 feet <br /> Dead Load Resistance: 9615 ft-lbs 9615 ft-lbs <br /> Net Moment at Base: 0 ft-lbs 0 ft-lbs <br /> Hardware Force: 0 lbs. 0 lbs. <br />