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TOLBraceT" Seismic Calculations <br /> BP Everett 500'B' Job#112357 <br /> 5900 36TH AVE WEST EiT• <br /> 111 <br /> Pcrt$ieg 8vswaesal9�v <br /> Brace Identification SB-07 8"LONG • <br /> Brace Type(Per NFPA#13) NFPA Type I <br /> Braced Pipe(ft) 8"Sch.10 Steel Pipe <br /> Spacing of Brace 22'0"(6.71 m) <br /> Orientation of Brace Longitudinal <br /> Bracing Material 1.25"Sch.40 <br /> Maximum Brace Length 9'0"(2.74 m) <br /> Slenderness Ratio used for Load Calculation 200 <br /> True Angle of Brace for Calculation 60° <br /> Type of Fastener Fig.825 Along Beam <br /> Length of Fastener N/A <br /> Summary of Pipe within Zone of Influence <br /> 8"Sch.10 Steel Pipe(203.2 mm) 22 ft(6.7 m) <br /> 8 Sch.10 Steel Pipe(203.2 mm) 22 ft(6.7 m) <br /> I <br /> G-Factor Used 0.6452 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 1308 lbs(593 kg) <br /> Material Capacity 2173 lbs(986 kg) <br /> Fastener Capacity 1385 lbs(628 kg) <br /> Fig.4L Clamp 1732 lbs(785 kg) <br /> Fig.980- 1/2"Universal Swivel 1818 lbs(825 kg) <br /> Structural Member LH <br /> Calculations prepared by Ethan Nelson <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 /> • <br />