Laserfiche WebLink
TOLBraceTM Seismic Calculations <br /> BP Everett 500'B' Job#112357 <br /> 5900 36TH AVE WEST Fal�•N <br /> Prue*atsigsss°144Alvvido <br /> Brace Identification SB-06 8"LAT-1 <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe(ft) 8"Sch.10 Steel Pipe <br /> Spacing of Brace 20'0"(6.1 m) <br /> Orientation of Brace Lateral <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) 20 ft(6.1 m) <br /> 6"Sch.10 Steel Pipe(152.4 mm) 40 ft(12.2 m) <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 1278 lbs(580 kg) <br /> Material Capacity 2173 lbs(986 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'TM 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 />