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5 ECLIPSE <br /> ENGINEERING <br /> Project: Cascade Coffee Addition <br /> Single Shear Plate cont. Project e: 22-10-138 <br /> Date: 1111I2022 <br /> Engineer: JCT <br /> Page: 2 of 5 <br /> Connection: CONN-3 <br /> General Conditions <br /> Horiz.Edge Distance Material Thickness <br /> a= 2.385 in OK t(plate)= 0.25 in OK <br /> Leh(plate)= 2.25 in OK tN,(web)= 0.17 in OK <br /> t(max)= 0.3125 in -- <br /> t < ab + <br /> 2 i6 <br /> Vertical Edge Distance Bolt Spacing <br /> Lev(plate)= 1 in OK S= 4 in — <br /> Lev(beam)= 2 in OK S> 0.67 in OK <br /> LeV(min)= 0.75 in — S< 4.08 in OK <br /> Lev ? Lev (mill.) 2 a de <_ S <_ 24tmin S < 12 <br /> Supported Member <br /> Beam Bolts <br /> Profile: W8X10 N= 2 bolts <br /> Fy= 50 ksi Bolts= A325-N <br /> FU= 65 ksi Bolt dia= 0.5 in <br /> E = 29000 ksi S= 4 in <br /> Shear Limit States <br /> Yielding S2=1.5 Rupture S2=2 ; Block Shear S2=2 Ubs=1 <br /> Agv= 1.34 in2 — 1.02 in2 <br /> Anv= — 1.15 in2 0.88 in2 <br /> Ant — — 0.59 in2 <br /> Rn= 40.2 kip 44.9 kip 68.9 kip <br /> Rn 1 S2= 26.8 kip N.A. kip N.A. kip <br /> Rr IRc= 0.10 <1--OK N.A. N.A. <br /> R„ = 0.6F„Anv+ UbsFFAnt <br /> R„ = 0.6FyAgz, R„ = 0.6FuA„u R„ < 0.6FyAq=+ Ut,,F„A„t <br /> 50/81 <br />