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TOLBraceTM Seismic Calculations <br /> BP Everett 500'B' Job# 112357 <br /> 5900 36TH AVE WEST F:1~N <br /> Pave' Buines$Woridwide <br /> Brace Identification SB-09 6"LONG <br /> Brace Type(Per NFPA#13) NFPA Type I <br /> Braced Pipe(ft) 6" Sch.10 Steel Pipe <br /> Spacing of Brace 60'0"(18.29 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 /> 6"Sch.10 Steel Pipe(152.4 mm) 160 ft(18.3 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 1025 lbs(465 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 />