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EC LI PS E Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Base Plate Analysis: Base Plate <br /> Width= 11.50 in. Width Used for Comp. AWAA L <br /> Depth= 12.00 in. [ *Weld May Be In <br /> Thickness= 0.5"in. Li Various Configurations <br /> A= 138.00 in.2 <br /> Z= 0.0625 in.3/in. Z = Lweld= 4.5 in. <br /> Lmax= 4.25 in. L' Weld= 0.125 in. <br /> Fy= 36 ksi tw= 0.0884 in. <br /> fic= 3000 psi <br /> Bearing on Concrete <br /> Pmax= 29.1 k <br /> Pp= 703.8 k = 0.6 Max.Shear= 1926 lbs. <br /> (1)17p= 422.3 k P = 1 7 ' A Max. Uplift= 7199 lbs. <br /> Unity= 0.07 O.K. n f c Resultant Force= 7453 lbs. <br /> Plate Bending(Comp.) Weld Material Check <br /> Pmax <br /> fa= 0.21 ksi fa = A Fexx= 70 ksi <br /> mu= 1.90 k-in./in. fag Pn= 20.88 k <br /> fu= 30.48 ksi mu = 2 4)= 0.60 <br /> 4)Fn= 32.40 ksi 412n = 12.53 k <br /> u cpFn = 0.9Fy <br /> Unity= 0.94 O.K. fu =_mu <br /> Unity= 0.59 O.K. <br /> Plate Bending(Uplift) Baseplate Dimensions(Uplift) Base Material <br /> Uplift= 7.20 k Width = 12.00 in Pn= 28.35 k <br /> x= 3.72 in Depth = 12.00 in 4)= 0.65 <br /> mu= 1.11 k-in/in (I)Pn = 18.43 k <br /> fu= 17.8 ksi Unity 0.40 O.K. <br /> 4)Fn= 42.1 ksi <br /> Unity= 0.42 O.K. <br /> Capacity= 17.00 k <br /> Uplift Analysis: Maximum Uplift Demand <br /> Condition 1: N/A k Non-Seismic Overturing(per RMI 8.1) <br /> Condition 2: 11.08 k Load Combination w/Overstrength Factor, O=2.0 <br /> Condition 3: 17.00 k Baseplate Acting as Yielding Mechanism <br /> Controlling Uplift= 11.08 k => Condition 2 Controls <br /> Anchor Analysis: <br /> Anchor= Hilti-Kwik Bolt TZ2 <br /> Diameter= 0.625 <br /> Embedment= 4.500 <br /> Qty.= 4 S2= 2.0 <br /> = 11.08 k Vu= 3.85 k s <br /> /� <br /> � n = 12.21 k T Un = 26.66 k F'NV = 13N 3 -I-NV 3 < 1 <br /> RN = 0.91 O.K. Qv = 0.14 O.K. RNv= 0.89 O.K. <br /> 30/49 <br />