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TOLBraceT"' Seismic Calculation <br /> ECC Learning Resource Center Job# <br /> 1001 N Broadway <br /> Pima 8t�ne�sY�rldvtiiiig <br /> Brace Identification 4" Longitudinal Brace <br /> Brace Type (Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 4"Sch.10 Steel Pipe <br /> Spacing of Brace 40'0" (12.19 m) <br /> Orientation of Brace Longitudinal <br /> Bracing Material 1"Sch.40 <br /> Maximum Brace Length TO" (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 NIA <br /> Summary of Pipe within Zone of Influence <br /> 4"Sch.10 Steel Pipe(101.6 mm) 4o ft(12.2 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 322 Ibs (146 kg) <br /> Material Capacity 1310 lbs(594 kg) <br /> Fastener Capacity 1425 Ibs(646 kg) <br /> Fig.4L Clamp 1425 Ibs(646 kg) <br /> Fig.980 Universal Swivel 1425 Ibs(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 /> TQi.BraceTM software calculates the brace assembly only,not the structure it is attached to. <br /> Calculated with TOLBrace-6 <br /> Visit us at www.tolco.com <br />