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TOLBraceT"" Seismic Calculations <br /> Achilles Job#WSC-4034 1407 80th St S.W. F. \T <br /> *N <br /> Pmtw�inp 6Usrness LYn�!d�aadr <br /> Brace Identification 4" Lo <br /> Brace Type(Per NFPA#13) NFPA Type C <br /> Braced Pipe(ft) 4" Sch.10 Steel Pipe <br /> Spacing of Brace 37' 0" (11.28 m) <br /> Orientation of Brace Longitudinal <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 60* <br /> Type of Fastener Fig.828 Along 1/2" -7/8" Thick Flange Beam <br /> Length of Fastener N/A <br /> Summary of Pipe within Zone of Influence <br /> 4"Sch.10 Steel Pipe(101.6 mm) 37 ft(11.3 m) <br /> 6"Sch.10 Steel Pipe(152.4 mm) 14.083 ft(4.3 m) <br /> G-Factor Used 0.64 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 560 Ibs (254 kg) <br /> Material Capacity 1604 Ibs(728 kg) <br /> Fastener Capacity 1186 Ibs(538 kg) <br /> Fig.4L Clamp 1732 Ibs(786 kg) <br /> Fig.980 - 1/2" Universal Swivel 1819 Ibs(825 kg) <br /> Structural Member Steel Beam <br /> Calculations prepared by Mike Youell <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 TOLBraceT"'8 <br /> Visit us at www.tolco.com <br />