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EC LI PS E <br /> ENGINEERING <br /> Project: Cascade Coffee Addition <br /> Single Shear Plate cont. Project#: 22-10-138 <br /> Date: 11/1/2022 <br /> Engineer: JCT <br /> Page: 3 of 5 <br /> Connection: CONN-3 <br /> Supported Member-Checks apply only when supported beam contains flange copes(top only or both) <br /> Beam Beam Properties <br /> Profile: W8X10 MR= 1.396 kip*in <br /> Fy= 50 ksi Snet= 7.81 in' <br /> FU= 65 ksi *Fcr= 0 ksi <br /> E = 29000 ksi <br /> Flexural Limit States <br /> Yielding Slb=1.67 Rupture S2b=2 Buckling LZb=1.67 <br /> Mn= 390.5 kip*in 507.7 kip*in 0.0 kip*in <br /> Mn/S2= 233.8 kip*in 253.8 kip*in 0.0 kip*in <br /> MR /M c = N.A. N.A. N.A. <br /> Mn = FySnet Mn = FuSnet Mn = FcrSnet <br /> *Fcr is Governed by Lateral-Torsional Buckling <br /> Bolt Capacity - One Vertical row <br /> Bolt Parameters <br /> N= 2 bolts <br /> Spec= A325-N <br /> Dia= 0.5 in <br /> S= 4 in-O.C. <br /> Limit States <br /> Shear Capacity Bearing(Plate) Bearing(Beam) <br /> Fnv=48 ksi L,(in.) 0.72 L,(in.) 1.72 <br /> Fu=58 ksi t=0.25 in Fu=65 ksi t=0.17 in <br /> Rn= 18.85 kip 25.01 kip 26.52 kip <br /> Rn/S2= 9.42 kip 12.51 kip 13.26 kip <br /> R, /R, = 0.30 <1--OK 0.22 <1--OK 0.21 <1--OK <br /> Rn = FwAb Rn = 1.2LtF Rn < 2.4dbtFu <br /> 51/81 <br />