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ki EC LI PS E Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Base Plate Analysis: Base Plate <br /> Width= 10.00 in. k <br /> Depth= 10.00 in. *Weld May Be In <br /> Thickness= 0.375 in. Li Various Configurations <br /> A= 100.00 in.2 t Z <br /> Z= 0.0352 in.3 <br /> /in. Z = - ....... .... Lweid= 4.5 in. <br /> Lmax= 3.50 in. 4 Weld = 0.125 in. <br /> Fy= 36 ksi t„„= 0.0884 in. <br /> fc= 3000 psi <br /> Bearing on Concrete <br /> Pmax= 15.8 k <br /> Pp= 510.0 k = 0.6 Max.Shear= 909 lbs. <br /> (I)Pp= 306.0 k P = 1.7 ' A Max. Uplift= 4630 lbs. <br /> Unity= 0.05 O.K. p f c Resultant Force= 4718 lbs. <br /> Plate Bending(Comp.) Weld Material Check <br /> Pmax <br /> fa= 0.16 ksi fa = A Fexx= 70 ksi <br /> mu= 0.97 k-in./in. fa L2 Pn= 20.88 k <br /> fu= 27.57 ksi mu = 2 4)= 0.60 <br /> �Fn= 32.40 ksi 4)Pn = 12.53 k <br /> mu <pFti = 0.9Fy <br /> Unity= 0.85 O.K. fu = Z Unity= 0.38 O.K. <br /> Plate Bending(Uplift) Baseplate Dimensions(Uplift) Base Material <br /> Uplift= 4.63 k Width= 10.00 in Pn= 28.35 k <br /> x= 3.54 in Depth= 10.00 in 4)= 0.65 <br /> mu= 0.82 k-in/in ci)Pn = 18.43 k <br /> fu= 23.3 ksi Unity= 0.26 O.K. <br /> 4)Fn= 42.1 ksi <br /> Unity= 0.55 O.K. <br /> Capacity= 8.38 k <br /> Uplift Analysis: Maximum Uplift Demand <br /> Condition 1: 2.07 k Non-Seismic Overturing(per RMI 8.1) <br /> Condition 2: 7.12 k Load Combination w/Overstrength Factor,0=2.0 <br /> Condition 3: 8.38 k Baseplate Acting as Yielding Mechanism <br /> Controlling Uplift= 7.12 k => Condition 2 Controls <br /> Anchor Analysis: <br /> Anchor= Hilti-Kwik Bolt TZ2 <br /> Diameter= 0.500 <br /> Embedment= 3.750 <br /> Qty.= 4 0= 2.0 <br /> Tu= 7.12 k Vu= 1.82 k ff11 s s <br /> (1)T n = 8.81 k 4)un = 17.88 k RNV = !�N + 1 <br /> RN = 0.81 O.K. Qv= 0.10 O.K. RNV= 0.72 O.K. <br /> 10/49 <br />