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EC LI PS E <br /> Seattle Genetics - 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Base Plate Analysis: Base Plate <br /> Width = 8.00 in. k <br /> Depth= 8.00 in. ......1 *Weld May Be In <br /> Thickness= 0.375 in. ri Various Configurations <br /> A= 64.00 in.2 t 2 <br /> L ............. Lweld= 4.5 in. <br /> Z= 0.0352 in.3/in. Z = - <br /> .. <br /> Lmax= 2.50 in. 4 Weld= 0.125 in. <br /> Fy= 36 ksi t,„= 0.0884 in. <br /> fie= 3000 psi <br /> Bearing on Concrete <br /> Pmax= 15.9 k <br /> Pp= 326.4 k = 0.6 Max.Shear= 1504 lbs. <br /> 4Pp= 195.8 k P = 1 7 ' A Max. Uplift= 2106 lbs. <br /> Unity= 0.08 O.K. n f c Resultant Force= 2588 lbs. <br /> Plate Bending(Comp.) Pmax Weld Material Check <br /> fa= 0.25 ksi fa = A Fexx= 70 ksi <br /> mu= 0.78 k-in./in. fa L2 Pp= 20.88 k <br /> fu= 22.07 ksi mu = 2 = 0.60 <br /> cI)Fn= 32.40 ksi 4)Pn = 12.53 k <br /> u =Z cpFu = 0.9Fy Unity= 0.21 O.K. <br /> Unity= 0.68 O.K. f <br /> Plate Bending(Uplift) Baseplate Dimensions(Uplift) Base Material <br /> Uplift= 2.11 k Width= 8.00 in Pp= 28.35 k <br /> x= 2.12 in Depth= 8.00 in cp= 0.65 <br /> mu= 0.28 k-in/in (PP n = 18.43 k <br /> f„= 7.9 ksi Unity= 0.14 O.K. <br /> (I)Fn= 42.1 ksi <br /> Unity= 0.19 O.K. <br /> Capacity= 11.17 k <br /> Uplift Analysis: Maximum Uplift Demand <br /> Condition 1: N/A k Non-Seismic Overturing(per RMI 8.1) <br /> Condition 2: 3.24 k Load Combination w/Overstrength Factor,S2=2.0 <br /> Condition 3: 11.17 k Baseplate Acting as Yielding Mechanism <br /> Controlling Uplift= 3.24 k => Condition 2 Controls <br /> Anchor Analysis: <br /> Anchor= Hilti-Kwik Bolt TZ2 <br /> Diameter= 0.500 <br /> Embedment= 3.750 <br /> Qty. = 4 S2= 2.0 <br /> Tu= 3.24 k V„= 3.01 k /� <br /> s /� s <br /> �r n = 6.94 k 4V„ = 17.88 k NNV = QN 3 +/3v 1 <br /> RN = 0.47 O.K. Rv = 0.17 O.K. I3Nv= 0.33 O.K. <br /> 46/49 <br />