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Seattle Genetics 8/4/2023 "., <br /> EC Ll PS E <br /> E N G I N E E R I N G Everett,WA 98203 RVC <br /> Beam Analysis: <br /> Design Strength (Maximum Bending and Deflection) <br /> Mn 4bMn LC(1) LC(2) LC(5) LC(8) Max. Deflection Max. <br /> Lvl. Beam M„ M„ Mu 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 29.74 34.39 24.70 38.59 0.364 L/297 0.74 <br /> 2 50160 58.25 52.42 30.18 34.77 25.15 38.97 0.368 L/293 0.74 <br /> 3 50160 58.25 52.42 30.16 34.76 25.13 38.95 0.368 L/293 0.74 <br /> 4 50160 58.25 52.42 30.17 34.77 25.14 38.96 0.368 L/293 0.74 <br /> 5 50160 58.25 52.42 30.17 34.77 25.14 38.96 0.368 L/293 0.74 <br /> 6 50160 58.25 52.42 29.94 34.57 24.91 38.77 0.366 L/295 0.74 <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 /> Lvl. Vend Mend Load Conn. Von R1 VR Pin Weld OR 4)a Weld <br /> (k) (k-in.) Case (k) (k) (k) Unity Type (k/in.) (k/in.) Unity <br /> 1 1.61 4.86 LC 8 4-Pin 0.40 0.46 0.61 0.21 D 0.28 2.53 0.11 <br /> 2 1.05 13.70 LC 5 4-Pin 0.26 1.29 1.32 0.44 D 0.72 2.53 0.29 <br /> 3 1.05 12.61 LC 5 4-Pin 0.26 1.19 1.22 0.41 D 0.67 2.53 0.26 <br /> 4 1.05 11.36 LC 5 4-Pin 0.26 1.07 1.10 0.37 D 0.60 2.53 0.24 <br /> 5 1.05 9.28 LC 5 4-Pin 0.26 0.87 0.91 0.31 D 0.49 2.53 0.19 <br /> 6 1.04 6.51 LC 5 4-Pin 0.26 0.61 0.67 0.225 D 0.35 2.53 0.138 <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 /> 27/49 <br />