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EC LI PS E <br /> ENGINEERING <br /> Project: Cascade Coffee Addition <br /> Project#: 22-10-138 <br /> Single Shear Plate cont. <br /> Proj <br /> Date: 11/1/2022 <br /> Engineer: JCT <br /> Page: 5 of 5 <br /> Connection: CONN-3 <br /> Weld Capacity <br /> Fexx= 70 ksi <br /> Size= 0.1875 in <br /> Length= 6 in <br /> Fbm= 36 ksi <br /> Weld Limits States <br /> Weld Matl.52=2 Base Matl.L1=1.67 <br /> Rn= 33.4 kip 40.5 kip <br /> Rn/S2= 16.7 kip 24.3 kip <br /> R, /Re = 0.17 <1--OK 0.12 <1--OK <br /> Supporting Member-Applicable only for rectangular HSS <br /> Member Properties Limits of Applicability <br /> Profile: HSS10X10X5/16 Fy= 46 ksi <_52 ksi--OK <br /> t= 0.291 in Fy I F1,= 0.79 <_0.8--OK <br /> tp= 0.25 in BIt= 34.36 540--OK <br /> B= 10 in Fit/Fyp= 0.469 >tp--OK <br /> lb= 4.00 in <br /> Fy= 46 ksi HSS Limit States <br /> Fu= 58 ksi RR= 0.4 kip <br /> U= 0.14 Rn= 18.8 kip <br /> Of= 0.99 R,/Q= 12.5 kip <br /> = 1.5 RR /Rc= 0.03 <_1--OK <br /> Rn = � Py b21 +4.11 — tP/B)Qf <br /> 1 tp <br /> /B <br /> 53/81 <br />