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T41-13raceTM Seismic Calculation <br /> ECC Learning Resource Center Job# <br /> 1001 N Broadway F A,WTON <br /> Brace Identification 3" Lateral Brace- C <br /> Brace Type(Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 3" Sch.10 Steel Pipe <br /> Spacing of Brace 25'0" (7.62 m) <br /> Orientation of Brace Lateral <br /> Bracing Material V Sch.40 <br /> Maximum Brace Length 7'0" (2.13 m) <br /> Slenderness Ratio used for Load Calculation 200 <br /> True Angle of Brace for Calculation 45° <br /> Type of Fastener Wedge Anchor 1/2in. x 3 5/8in. (6,000 PSI Normal Weight Cracked Cot <br /> Length of Fastener 3 5/8in. <br /> Summary of Pipe within Zone of Influence <br /> 3"Sch.10 Steel Pipe(76,2 mm) 25 ft(7.6 m) <br /> 1.5"Sch.10 Steel Pipe(38.1 mm) 160 ft(48.8 m) <br /> G-Factor Used 0.5936 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 468 lbs (212 kg) <br /> Material Capacity 1310 lbs (594 kg) <br /> Fastener Capacity 564 lbs (256 kg) <br /> Fig. 1001 Clamp 1425 lbs(646 kg) <br /> Fig.980 Universal Swivel 1425 lbs(646 kg) <br /> Structural Member Mild Steel Concrete Slab <br /> Calculations prepared by Brett Hamilton <br /> 'The description of the Structural Member is for informational purposes only. <br /> TOLBracel^ software calculates the brace assembly only,not the structure it is attached to. <br /> Calculated with TOLBrace-B <br /> Visit us atwww.folco.com <br />