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TOLBraceTM Seismic Calculations <br /> BP Everett 500'B' Job# 112357 <br /> 5900 36TH AVE WEST Fff tb <br /> P�narrrrrFBrr, <br /> Brace Identification SB-05 4"LAT • <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe(ft) 4"Sch.10 Steel Pipe <br /> Spacing of Brace 23'0"(7.01 m) <br /> Orientation of Brace Lateral <br /> Bracing Material 1" Sch.40 <br /> Maximum Brace Length 10'6"(3.2 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 /> 4"Sch.10 Steel Pipe(101.6 mm) 23 ft(7 m) <br /> 3"EddyFlow Pipe(76.2 mm) 96 ft(29.3 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 710 lbs(322 kg) <br /> Material Capacity 713 lbs(323 kg) <br /> Fastener Capacity 1385 lbs(628 kg) <br /> Fig. 1001 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 />