Laserfiche WebLink
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 31.0 in x-dist. of C.R.from Origin <br />1 15.50 0.00 240 1892 2133 y 43.5 in y-dist. of C.R.from Origin <br />2 31.00 0.00 0 1892 1892 ex 0.0 in x-eccen. of C.G.from C.R. <br />3 46.50 0.00 240 1892 2133 ey 1.6 in y-eccen. of C.G.from C.R. <br />4 15.50 87.00 240 1892 2133 Ix 15559 in2 Σ dxi <br />2 <br />5 31.00 87.00 0 1892 1892 Iy 10571 in2 Σ dyi <br />2 <br />6 46.50 87.00 240 1892 2133 Ipolar 26130 in2 Ipolar = Ix + Iy <br />7 0.00 14.50 961 841 1802 <br />8 0.00 29.00 961 210 1171 Base Connection Eccentricity Factor <br />9 0.00 43.50 961 0 961 <br />10 0.00 58.00 961 210 1171 <br />11 0.00 72.50 961 841 1802 <br />12 62.00 14.50 961 841 1802 <br />13 62.00 29.00 961 210 1171 EF 1.0 <br />14 62.00 43.50 961 0 961 <br />15 62.00 58.00 961 210 1171 <br />16 62.00 72.50 961 841 1802 <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 />1 242 -40 -11 19 32 1 0.0 2 40 42 <br />2 270 -48 0 19 29 2 0.0 2 40 42 <br />3 298 -40 -11 19 32 3 0.0 2 40 42 <br />4 242 -43 -11 19 35 4 0.0 2 40 42 <br />5 270 -45 0 19 26 5 0.0 2 40 42 <br />6 298 -43 -11 19 35 6 0.0 2 40 42 <br />7 212 -16 -41 19 38 7 0.0 2 40 42 <br />8 198 -5 -47 19 33 8 0.0 1 40 42 <br />9 180 0 -49 19 30 9 0.0 1 40 42 <br />10 162 -4 -47 19 32 10 0.0 1 40 42 <br />11 148 -18 -41 19 40 11 0.0 2 40 42 <br />12 212 -18 -41 19 40 12 0.0 2 40 42 <br />13 198 -4 -47 19 32 13 0.0 1 40 42 <br />14 180 0 -49 19 30 14 0.0 1 40 42 <br />15 162 -5 -47 19 33 15 0.0 1 40 42 <br />16 148 -16 -41 19 38 16 0.0 2 40 42 <br />Summary:Tension: <br />The maximum bolt in Tension: 0.9D - W <br />Tmax 40 lb/bolt <br />TmaxEF 40 lb/bolt <br />Vmax 42 lb/bolt <br />Shear: <br />The maximum bolt in Shear:0.9D - W <br />Tmax 38 lb/bolt <br />TmaxEF 38 lb/bolt <br />Vmax 42 lb/bolt <br />Version: 02/18/2021 <br />Note: the Eccentricity Factor (EF) arises from <br />an indirect connection at the base. <br />Wells Fargo Santa Ana CM sheet no. <br />This Connection is Through: <br />## <br />(ASCE 7-16 - 13.2 thru 13.6 & 29.4.1) <br />Through equipment or no prying <br />action <br />9/3/2024 <br />Anchorage of Mechanical and Electrical Equipment Calculation <br />24017 <br />CE Mechanical <br />Santa Ana, CA <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 />1/4" lag screws capacity <br />Vallow = 319 lb/screw <br />Tallow = 775 lb/screw <br />V = 319 lb/screw > 42 lb <br />T = 775 lb/screw > 40 lb <br />SEE FOLLOWING PAGE FOR SCREWS CAPACITIES. <br />Interaction <br />V/Vallow + T/Tallow = 0.19 < 1 ..... OK <br />USE 1/4"Ø x3.0" LAG SCREWS @12" OC. <br />3925 S Bristol <br />St-HVAC12/23/2024