Laserfiche WebLink
ti <br /> t4�/ E�Ll PS E '�Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Beam Analysis: • <br /> Design Strength (Maximum Bending and Deflection) <br /> Mn 4)bMn LC(1) LC(2) LC(5) LC(8) Max. Deflection Max. <br /> Lvl. Beam M„ Mu M„ Mu <br /> Unity <br /> (k-in.) (k-in.) (k-in.) (k-in.) (k-in.) (k-in.) (in.) (L/X) <br /> 1 41160 43.05 38.74 14.14 16.24 11.81 18.19 0.265 L/400 0.47 <br /> 2 41160 43.05 38.74 14.35 16.42 12.02 18.37 0.268 L/395 0.47 <br /> 3 41160 43.05 38.74 14.35 16.42 12.02 18.37 0.268 L/395 0.47 <br /> 4 41160 43.05 38.74 14.35 16.42 12.02 18.37 0.268 L/395 0.47 <br /> 5 41160 43.05 38.74 14.35 16.42 12.02 18.37 0.268 L/395 0.47 <br /> 6 41160 43.05 38.74 14.35 16.42 12.02 18.37 0.268 L/395 0.47 <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. Vpin Ri VR Pin Weld oR 4)a Weld <br /> (k) (k-in.) Case (k) (k) (k) Unity Type (k/in.) (k/in.) Unity <br /> 1 0.82 3.51 LC 8 3-Pin 0.27 0.59 0.65 0.22 A 1.02 2.53 0.40 <br /> 2 0.54 7.70 LC 5 3-Pin 0.18 1.30 1.31 0.44 A 2.23 2.53 0.88 <br /> 3 0.54 7.31 LC 5 3-Pin 0.18 1.23 1.24 0.42 A 2.12 2.53 0.84 <br /> 4 0.54 6.58 LC 5 3-Pin 0.18 1.11 1.12 0.38 A 1.91 2.53 0.75 <br /> 5 0.54 5.50 LC 5 3-Pin 0.18 0.93 0.94 0.32 A 1.60 2.53 0.63 <br /> 6 0.54 4.08 LC 5 3-Pin 0.18 0.69 0.71 0.240 A 1.18 2.53 0.469 <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 /> 7/49 <br />