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TOLBraceTM Seismic Calculations <br /> BP Everett 500'B' Job#112357 <br /> 5900 36TH AVE WEST Fif~I <br /> ,g aines$ <br /> Brace Identification SB-02 6"NODE LAT <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe(ft) 6"Sch.10 Steel Pipe. <br /> Spacing of Brace 25'0"(7.62 m) <br /> Orientation of Brace Lateral <br /> Bracing Material 1.25"Sch.40 <br /> Maximum Brace Length 13'6"(4.12 m) <br /> Slenderness Ratio used for Load Calculation 300 <br /> True Angle of Brace for Calculation 60° <br /> Type of Fastener Fig.825 Across Beam <br /> Length of Fastener N/A <br /> Summary of Pipe within Zone of Influence <br /> 6"Sch.10 Steel Pipe(152.4 mm) 25 ft(7.6 m) <br /> 3"EddyFlow Pipe(76.2 mm) 100 ft(30.5 m) <br /> • <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 957 lbs(434 kg) <br /> Material Capacity 966 lbs(438 kg) <br /> Fastener Capacity 1385 lbs(628 kg) <br /> Fig. 1001 Clamp 2394 lbs(1086 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 />