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ECLIPSE <br /> ENGINEERING <br /> Project: Cascade Coffee Addition <br /> Single Shear Plate - 2 bolt Project#: 22-10-138 <br /> Date: 11/1/2022 <br /> Engineer: JCT <br /> DTL B/S0.1 Page: 1 of 5 <br /> Connection: CONN-3 <br /> General Parameters <br /> Beam <br /> Bolt Parameters Shear Plate <br /> Profile: W8X10 <br /> E= 29000 ksi Spec: A325-N width= 4.635 in <br /> Fy= 50 ksi db= 0.5 in ht= 6 in <br /> Fo= 65 ksi N= 2 bolts t= 0.25 in <br /> d= 7.89 in S= 4 in Fy= 36 ksi <br /> t,v= 0.17 in a= 2.385 in Fn= 58 ksi <br /> Lev= 2 in Fnt= 90 ksi Lev= 1 in <br /> Leh= 3.75 in Fov= 48 ksi Leh= 2.25 in <br /> d0(top)= 0 in <br /> d0(bot)= 0 in <br /> Leh <br /> C= 0 in — Beam <br /> do <br /> e= 0.5 in t <br /> setback= -1.365 in E ' # <br /> J m S <br /> �a <br /> Required Shear Strength 1 <br /> Bolts <br /> S2v= 1.5 <br /> Vnbeam= 40.24 kip V,,, = 0.6FyAwCU <br /> Vnbeam/S2v= 26.83 kip <br /> rn <br /> Vconnection= 2.79 kip F" <br /> VR= 2.79 kip \ <br /> Required Axial Strength <br /> Suppur.ec Beani <br /> AR= 0.07 kip - <br /> Leh <br /> Required(Resultant)Strength a Plate <br /> PR= 2.79 kip Beam with Cope <br /> e= 1.477 deg. <br /> 49/81 <br />