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project by <br /> location date <br /> client job no. <br />Anchorage Locations Anchorage Group Properties <br />#X Y dx <br />2 dy <br />2 d2 x 8.7 in x-dist. of C.R.from Origin <br />1 0.00 10.25 75 109 184 y 20.7 in y-dist. of C.R.from Origin <br />2 17.38 10.25 75 109 184 ex 0.0 in x-eccen. of C.G.from C.R. <br />3 0.00 31.125 75 109 184 ey 1.1 in y-eccen. of C.G.from C.R. <br />4 17.38 31.125 75 109 184 Ix 436 in2 Σ dxi <br />2 <br />Iy 302 in2 Σ dyi <br />2 <br />Ipolar 738 in2 Ipolar = Ix + Iy <br />Base Connection Eccentricity Factor <br />EF 1.0 <br />Individual Bolts in Tension (+ indicates tension/uplift) Individual Bolts in Shear <br />θmax Sx Sy Tdirect T θmax Vtorsion Vdirect V <br />degrees in3 in3 lbs lbs degrees lbs lbs lbs <br />1 220 -97 -144 23 217 1 0.0 6 72 77 <br />2 220 -102 -144 23 222 2 0.0 6 72 77 <br />3 140 -102 -144 23 222 3 0.0 6 72 77 <br />4 140 -97 -144 23 217 4 0.0 6 72 77 <br />Summary:Tension: <br />The maximum bolt in Tension: 0.9D - W <br />Tmax 222 lb/bolt <br />TmaxEF 222 lb/bolt <br />Vmax 76 lb/bolt <br />Shear: <br />The maximum bolt in Shear:0.9D - W <br />Tmax 217 lb/bolt <br />TmaxEF 217 lb/bolt <br />Vmax 77 lb/bolt <br />Version: 02/18/2021 <br />Wells Fargo Santa Ana CM sheet no. <br />Santa Ana, CA 9/3/2024 <br />CE Mechanical <br />24017 <br />Anchorage of Mechanical and Electrical Equipment Calculation <br />(ASCE 7-16 - 13.2 thru 13.6 & 29.4.1) <br />This Connection is Through: <br />Through equipment or no prying <br />action <br />Note: the Eccentricity Factor (EF) arises from <br />an indirect connection at the base. <br />## <br />.  <br />/01 <br />  <br /> <br />/10 <br /> 1 <br />2 0.9 2 Ω5, <br />67 <br />/ Ω8sin < ℎ %0.9 2 Ω8,)=1 <br />/1  Ω8cos < ℎ  %0.9 2 Ω8,)= <br />/ %=sin <  =1 cos<) <br />#  <br />/0 <br /> 5A( <br /> <br />67 <br />3925 S Bristol <br />St-HVAC12/23/2024