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<br />2. Bearing Strength of Pin <br /> <br />3. Moment Strength of Bracket <br /> <br />Minimum Value of P1 Governs <br /> <br />Beam to Column Analysis: 4ft Wide Bay <br />1. Shear Strength of Pin <br />Pin Diameter = 0.35 in. <br />Fn =Fnv = 54000 psi AISI Table E3.4-1 <br />Ab =d2 . P / 4 = 0.1 in. <br />Pn =Ab <br /> . Fn = 5195.41 lbs AISI Table E3.4-1 <br />PShear =fPn = 0.75 . Pn = 3896 lbs <br />Column Thickness tc = 0.08 in. <br />Since d / tc < 10 C = 3 <br />mf =1.0 <br />Fu =65000 psi <br />Pn =C . mf <br /> . d . tc <br /> . Fu = 5391.75 lbs AISI E3.3.1 -1 <br />PBearing =fPn = 0.75 . 5391.75 = 4043 lbs <br />Edge Dist. = 1 in. <br />TClip =0.179 in. <br />SClip =0.127 in.3 <br />Mn =Sc <br /> . Fy = 6985 in-lbs AISI C3.1.1 -1 <br />MStrength =fMn = 0.9 . Mn = 0.9 . SClip <br /> . Fy = 6286.5 in-lbs <br />C =1.67 <br />d =Edge Dist. / 2 = 0.5 in. <br />MStrength =c . d . PClip <br />PClip =MStrength / (c . d) = 7542 lbs <br />P1 =Min(PShear, PBearing, PClip) = 3896 lbs <br />MConn-Allow =(P1 <br /> . 4.5) + (P1 <br /> . (2.5 / 4.5) . 2.5) + (P1 <br /> . (0.5 / 4.5) . 0.5) = 23159.56 in-lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Power Distribution Inc <br />Aztec_steve peterson <br />4011 W. CARRAIGE D <br />SANTA ANA, CA <br />25 <br />kelvira <br />6/19/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240103_2 <br />4011 W Carriage Dr <br />9/11/2024