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ECL1PSE <br /> ENGINEERING <br /> Project: Cascade Coffee Addition <br /> SiProject#: 22-10-138ngle Shear Plate cont. Date: 111112022 <br /> Engineer: JCT <br /> Page: 4 of 5 <br /> Connection: CONN-3 <br /> Single Shear Plate Capacity <br /> Plate Properties Bolt Parameters <br /> Fy= 36 ksi N = 2 bolts <br /> F,= 58 ksi Spec= A325-N <br /> ht= 6 in Dia= 0.5 in <br /> w= 4.635 in S= 4 in-O.C. <br /> t= 0.250 in <br /> Z= 2.25 in' <br /> S= 1.50 in' <br /> Lb= 2.385 in <br /> MR= 6.65892 kip*in <br /> Shear Limit States <br /> Yielding S2=1.5 Rupture L2=2 Block Shear d2=2 Ubs= <br /> Ag,= 1.50 in2 - 1.18 in2 <br /> Anv= - 1.22 in2 1.04 in2 <br /> Ant= - - 0.49 in2 <br /> Rn= 32.4 kip 42.4 kip 54.0 kip <br /> Rn/S2= 21.6 kip 21.2 kip 27.0 kip <br /> R, /R, = 0.13 <1--OK 0.13 <1--OK 0.10 <1--OK <br /> Rn = 0.6FuAnv+ UbsF.A,,t <br /> Rn = 0.6FyA y„ Rn = 0.6F„A„ <br /> R„< 0.6FyA9 + UbsFuAnt <br /> Flexural Limit States <br /> Yielding S2=1.67 Buckling L2=1.67 <br /> Mn= 81.00 kip*in 77.87 kip*in <br /> Mn/S2= 48.50 kip*in 46.63 kip*in <br /> MR /Mc= 0.14 <1--OK 0.14 <1--OK <br /> Mn = FyZ <_ 1.6My Mn = FcrS < MR <br /> 52/81 <br />