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I <br /> f <br /> TOLBrace"' Seismic Calculations <br /> I 40-58 SPARS Job# <br /> 3003 West Casino Rd. <br /> Poty�nng�usrness IYaldwirle <br /> j Brace Identification 6in Longitudinal Brace <br /> i <br /> Brace Type(Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 6" Sch.10 Steel Pipe <br /> Spacing of Brace 25'0" (7.62 m) <br /> I <br /> Orientation of Brace Longitudinal <br /> Bracing Material 1"Sch.40 <br /> Maximum Brace Length 7'0" (2.13 m) <br /> Slenderness Ratio used for Load Calculation 200 <br /> True Angle of Brace for Calculation 450 <br /> Type of Fastener Fig.828 Across 1/2" -7/8" Thick Flange Beam <br /> Length of Fastener N/A <br /> Summary of Pipe within Zone of Influence <br /> 6'Sch.10 Steel Pipe(152.4 mm) 125 ft(7.6 m) <br /> G-Factor Used 0.9 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 596 Ibs(270 kg) prrrrrwwwrrrarrrrrwwwrrrrrrrrrq <br /> ■ yyyyASHINGTON STAT >t <br /> ■ CERTIFICATE OF COMPET NCY ■ <br /> Material Capacity 1310 Ibs(594 kg) 41 FIRE PROTECTION SPRINKLER SYSTEMS <br /> Fastener Capacity 2200 Ibs(998 kg) i Danlel McLuen N <br /> 667"79 Level <br /> Fig.4L Clamp 1200 Ibs(544 kg) ■ Viking Automdt C S Ow"irly <br /> VIKINAS \ ■ <br /> Fig.980 - 1/2" Universal Swivel 2790 Ibs(1266 kg) ■ <br /> ■ <br /> Structural Member Steel Beam 0 ,1 <br /> DECD 31.e <br /> 2Z M <br /> L wr <br /> Sn <br /> rr rrarMrrrrwrrrrrrrrwrr■ <br /> Calculations prepared by Don Koval <br /> The description of the Structural Member is for informational purposes only. <br /> TOLBrace-software calculates the brace assembly only,not the structure it is attached to. <br /> Calculated with TOLBrace'8 <br /> Visit us at wvnv.tolco.com <br />