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<br />2. Bearing Strength of Tab <br /> <br />3. Moment Strength of Bracket <br /> <br />Minimum Value of P1 Governs <br /> <br />Beam to Column Analysis: Bay 1 - 120" (Option 1) <br />1. Shear Strength of Tab <br />Height of the Tab h = 0.6 in. <br />Thickness of the Tab tt = 0.135 in. <br />Fy =55000 psi <br />Cv =1.0 <br />Vn =0.6 . Fy <br /> . Aw <br /> . Cv = 2673 lbs AISC G2-1 <br />PShear =f . Vn = 0.9 . 2673 = 2405 lbs <br />Thickness of the column tc = 0.12 in. <br />Apb =h . tc = 0.07 in. <br />Rn =1.8 . Fy <br /> . Apb = 7128 lbs AISC J7 -1 <br />PBearing =f . Rn = 0.75 . 7128 = 5345 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 =2.15 <br />d =Edge Dist. / 2 = 0.5 in. <br />MStrength =c . d . PClip <br />PClip =MStrength / (c . d) = 5837 lbs <br />P1 =Min(PShear, PBearing, PClip) = 2405 lbs <br />MConn-Allow =(P1 <br /> . 6.5) + (P1 <br /> . (4.5 / 6.5) . 4.5) + (P1 <br /> . (2.5 / 6.5) . 2.5) + (P1 <br /> . (0.5 / 6.5) . 0.5) = 25530 in-lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Behr Process Corp <br />Interlake-Mecalux_Gabr <br />1995 S Standard Av <br />Santa Ana, CA <br />16 <br />kelvira <br />4/11/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240411_15