Laserfiche WebLink
TOLBraceTM Seismic Calculations <br /> BP Everett 500'B' Job#112357 <br /> 5900 36TH AVE WEST FwT* <br /> 111 <br /> Hanging 8usfraes'Worldwide <br /> Brace Identification SB-05 4"LAT BULK • <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe(ft) 4"Sch.10 Steel Pipe <br /> Spacing of Brace 40'0"(12.19 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) 40 ft(12.2 m) <br /> 4"Sch.10 Steel Pipe(101.6 mm) 40 ft(12.2 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 699 lbs(317 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.980-3/8"Universal Swivel 1385 lbs(628 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 />