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TOLBraceT"" Seismic Calculations <br /> 40-26 Traveler Job#WO-13390 <br /> Boeing Ev F.T*N <br /> Axwnnq ausawn waldw de• <br /> Brace Identification Lot <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe (ft) 6" Sch.10 Steel Pipe _""•'•`•••""/"•••`••'••••'••'•••••_ <br /> WASHINGTON STATE 111 <br /> Spacing of Brace 10' 6" (3.2 m) EC;1r 2s FRECERTIFICATE <br /> FIC T ER SYSTEMSCOMPETENCY i <br /> Orientation of Brace Longitudinal Dwight Biekler Q <br /> 2038-0991-C Level 3 <br /> Bracing Material 1" Sch.40 Viki Automatic Sprinkler Company = <br /> Maximum Brace Length 7'0" (2.13 m) VI AS373NT <br /> 12/1?/24 <br /> Slenderness Ratio used for Load Calculation 200 i <br /> Signature Date <br /> True Angle of Brace for Calculation 60° <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) 10.5 ft(3.2 m) <br /> 4"Sch.10 Steel Pipe(101.6 mm) 121.5 ft(6.6 m) <br /> G-Factor Used 0.7714 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 439 Ibs (199 kg) <br /> Material Capacity 1604 Ibs (728 kg) <br /> Fastener Capacity 3340 Ibs (1515 kg) <br /> Fig.4L Clamp 1460 Ibs (662 kg) <br /> Fig.980- 1/2" Universal Swivel 3360 Ibs (1524 kg) <br /> Structural Member Steel Beam <br /> Calculations prepared by Mike Youell <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 www.tolco.com <br />