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Wickstrom Structural <br />Engineering, Inc. <br />Sheet <br />Project No.13-019 <br />Date 04/15/13 <br />Engr.ECW <br />Rigid Equipment Anchorage Calculations <br />Per 2010 CBC/ASCE 7-05 <br />Equipment Information Name: PH3G-A60 <br />Unit Weight, Wpu = 468.0 lbs <br />PLAN DIMENSIONS <br />Long Side =4.0 feet <br />Short Side =3.7 feet <br />Height to C.G. =1.5 feet <br />Curb Weight, Wpc = 162.0 lbs <br />Curb Height =0.9 feet <br />Ave. Roof Elev., h =11.3 feet <br />Equipment Elev, z =11.3 feet <br />Ex =0.38 feet (5% Long Side) <br />Ey =0.46 feet (5% Short Side) <br />SEISMIC FORCE (per ASCE 7-05)Other Mech/Elect Components <br />- Imp. Factor, Ip =1.00 (Section 13.1.3)ap =1.00 (From Table 13.6-1) <br />/ SBESHI-S---Sds =0.93 (Formula 11.4-3)RP=2.50 <br />Seismic Loading, Fph =0.444 * Wp (Formula 13.3-1)ASD Load Combinations (Sect. 2.4.1) <br />Max Fph =1.480 * Wp (Formula 13.3-2)1.0*D+0.7 * E <br />Min Fph =0.278 * Wp (Formula 13.3-3)0.6 *D+0.7 * E <br />Vertical Loading, Fpv =0.185 * Wp <br />ANCHORAGE CALCULATIONS Long Edge Anchorage <br />OTM =375 Ft*Lbs Rm =-102 lbs <br />Vertical Loading, Rv =394 lbs Max <br />Rv =236 lbs Min <br />Combined Loads, R =338 lbs Max <br />R = 40 lbs Min <br />(uplift if negative) <br />Direct Shear Eccentricity <br />Horz Shear =97.902 lbs/side Vr=12.2 lbs/side <br />Short Edge Anchorage <br />Rm =-94 lbs <br />Rv =374 lbs Max <br />Rv =256 lbs Min <br />R = 350 lbs Max <br />R = 60 lbs Min <br />(uplift if negative) <br />Max V =110.1 lbs/side <br />Cd =1.60 Use 2 3/8" Lags or 1/4" SDS <br />3/8" Lags = 140.00 Per Screw Along Each Edge <br />1/4" SDS Screws = 250.00 Per Screw <br />T\/ O-4 4- 110 = 04- 0. Of = 0.04Z®55 <br />f Ne TeMIP' <br />ria20_ <br />4 -1€2&21_ <br />11 <br />4-