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Seattle Genetics 8/4/2023 <br /> EC LI PSE <br /> ENGINEERING Everett,WA 98203 RVC <br /> Beam Analysis: <br /> Design Strength (Maximum Bending and Deflection) <br /> Mn ftnLC(1) LC(2) LC(5) LC(8) Max.Deflection Max. <br /> Lvl. Beam M„ M„ M„ M„ <br /> Unity <br /> (k-in.) (k-in.) (k-in.) (k-in.) (k-in.) (k-in.) (in.) (L/X) <br /> 1 50160 58.25 52.42 29.20 33.79 24.26 37.92 0.344 L/308 0.72 <br /> 2 50160 58.25 52.42 29.45 34.00 24.51 38.13 0.347 L/306 0.73 <br /> 3 50160 58.25 52.42 29.45 34.00 24.51 38.13 0.347 L/306 0.73 <br /> 4 50160 58.25 52.42 29.45 34.00 24.51 38.13 0.347 L/306 0.73 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> Design Strength (Beam Connectors) <br /> Gov. Pin Check Weld Check <br /> Lvi. Vend Mend Load Conn. Vein R1 VR Pin Weld aR ca Weld <br /> (k) (k-in.) Case (k) (k) (k) Unity Type (k/in.) (k/in.) Unity <br /> 1 1.61 4.70 LC 8 4-Pin 0.40 0.44 0.60 0.20 A 0.91 2.53 0.36 <br /> 2 1.04 10.19 LC 5 4-Pin 0.26 0.96 0.99 0.34 A 1.93 2.53 0.76 <br /> 3 1.04 8.93 LC 5 4-Pin 0.26 0.84 0.88 0.30 A 1.69 2.53 0.67 <br /> 4 1.04 6.54 LC 5 4-Pin 0.26 0.62 0.67 0.23 A 1.24 2.53 0.49 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> Fexx= 70.0 ksi <br /> 43/49 <br />