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Inland WSU Cougar Pride Sculpture Date: 2/5/2024 <br /> `\ort`wvl`st g P By: Brett Danielson <br /> i$n4gieacmarin4g, ■eme- 915 North BroadwayAvenue <br /> Tapio Office Center,Green Flag Building Page: 2 of 11 <br /> 10�(50 South Freya Street,Suite ,(0-9,Spokane,WA 99202 project No.: 2020077.1 Design Data <br /> (509)532-1532 Voice and Cell, 509)534-0664_Fax <br /> Seismic Loads: <br /> 0.2 Sec = 1.193, Sds = 0.813;1.0 Sec = 0.424, Sd 1 = 0.459 ; Site Class: D <br /> Light framed walls with shear panels-wood structural'panels/sheet steel panels <br /> Importance Factor: Global, IsEIsM)c=1; Portions: I P =1 ; Seismic Design Catagory: D <br /> Structural Response Factor, R = 6 Ct= 0.02 Period, T= Ct(hn)3/4 = 0.13 sec. <br /> Base Shear, V =(ISEISMIC)W( S Ds /R = 0.1355778 x W <br /> WTOP = 30 x 100.21 + 197.06 x 101.76 = 23059.412 ; VTop= 3126.3 lbs. at 12 <br /> WTOTnL= 23059.412 VrOTAL= 3126.3 lbs. <br /> Wind Loads: <br /> Ultimiate Design Wind Speed = 98 mph, 3 Second Gust; Directionality Factor, KD = 0.85 <br /> Numerous closely spaced obstuctions at least the size of single-family dwellings conditions <br /> extending 1500 feet or greater upwind of the structure. <br /> Exposure B Exposure Coefficient, KH = 0.5747 @ 12 feet <br /> High elevation point 300 feet located 100 feet from structure and 200 feet from <br /> low point elevation 290 feet with no similar features less than 295 feet within <br /> 10560 feet or of similar height within 1000 feet. Topographic Factor, Kzt.= 1 <br /> Wind Velocity Pressure, QH = 0.00256KH(KZI.)KD(V2) = 12 psf (Equation 27.3-1) <br /> Design Wind Pressures: Gust Effect Factor, G = 0.85 Internal Pressure, (GCPI) = t 0.18 <br /> Element Roof Windward Roof Leeward I Walls <br /> Wind Direction Longitudinal Transverse Longitudinal Transverse Longitudinal Transverse <br /> Minimum -15.43371 -15.43371 -9.3082664 -9.308266 Lee 1 -6.858 -7.26645 <br /> Maximum -3.999552 -3.999552 -3.9995519 -3.999552 Wind 16.00531 -9.30827 <br /> Windward Longitudinal and Transverse = -12.78 psf for areas of 1000 square feet or more. <br /> Components and Cladding: Directionality Factor, KD = 0.85 Exposure Coefficient, KH = 0.7 <br /> End Zone = 3 feet Wind Velocity Pressure, QH = 0.00256KH(KZT)KD(V2) = 14.6 psf <br />