Laserfiche WebLink
T01 13raceTM Seismic Calculation <br /> ECC Learning Resource Center Job# <br /> 1001 N Broadway MR W <br /> f w—eft rgeesinessY� e <br /> Brace Identification 1'/z" Longitudinal Brace-C <br /> Brace Type (Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 1.5" Sch.10 Steel Pipe <br /> Spacing of Brace 80'0" (24.38 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 Wedge Anchor 1/2in. x 3 5/8in. (4,000 PSI Normal Weight Cracked Cor <br /> Length of Fastener 3 5/8in. <br /> Summary of Pipe within Zone of Influence <br /> 1.5 Sch.10 Steel Pipe(38,1 mm) 80 ft(24.4 m) <br /> G-Factor Used 0.5935 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 166 lbs (75 kg) <br /> Material Capacity 1310 lbs (594 kg) <br /> Fastener Capacity 460 lbs(209 kg) <br /> Fig.4LA Clamp 707 lbs (321 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 /> TOLBraceT software calculates the brace assembly only,not the structure it is attached to. <br /> Calculated with TOLBracel 8 <br /> Visit us atwww.tolco.com <br />