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T41-13raceT"" Seismic Calculation <br /> ECC Learning Resource Center Job# <br /> 1001 N Broadway <br /> F# rragBusvr�fs 1rY�nc�u <br /> Brace Identification 4" Lateral Brace <br /> Brace Type (Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 4" Sch.10 Steel Pipe <br /> Spacing of Brace 30' 0" (9.14 m) <br /> Orientation of Brace Lateral <br /> Bracing Material 1" 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 Fig.828 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) 30 ft(9.1 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 241 lbs (109 kg) <br /> Material Capacity 1310 lbs (594 kg) <br /> Fastener Capacity 1425 lbs(646 kg) <br /> Fig. 1001 Clamp 1425 lbs(646 kg) <br /> Fig.980 Universal Swivel 1425 lbs(646 kg) <br /> Structural Member Steel I-Beam <br /> Calculations prepared by Brett Hamilton <br /> The description of the Structural Member is for informational purposes only. <br /> TOLBracev"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 />