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TOLBraceT"" Seismic Calculations <br /> 40-26 Traveler Job#WO-13390 <br /> Boeing Ev F.T*N <br /> Axwnngausawnwald'rdc <br /> Brace Identification Lo/La3 <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe (ft) 6" Sch.10 Steel Pipe �������������������■■•■■■■■■■■■•■■■■■_ <br /> EXPIr■s WA8MINGTON STATE <br /> CERTIFICATE OF COMPETENCY <br /> Spacing of Brace 19' 6" (5.94 m) DEC a1,= FIRE SPRINKLER SYSTEMS <br /> i <br /> Orientation of Brace Longitudinal Dwight BiCkler � <br /> 2038-0991-C Leve13 <br /> Bracing Material 1" Sch.40 Viki Automatic Sprinkler Company = <br /> Maximum Brace Length 7'0" (2.13 m) VI AS373NT <br /> 19117124 <br /> Slenderness Ratio used for Load Calculation 200 gipnatur& Date I2I� <br /> True Angle of Brace for Calculation 60' <br /> Type of Fastener Fig.828 Along 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) 19.5 ft(5.9 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 398 Ibs (181 kg) <br /> Material Capacity 1604 Ibs (728 kg) <br /> Fastener Capacity 1490 Ibs (676 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 />