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TOLBraceT"" Seismic Calculations <br /> 40-26 Traveler Job#WO-13390 <br /> Boeing Ev F.T*N <br /> Pb""rg GigowssWaldwafe <br /> Brace Identification La1 <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe (ft) 4" Sch.10 Steel Pipe ="'•'•'•"""""'•""•`•••'••'•••••_ <br /> Expires WASHINGTON STATE <br /> CERTIFICATE OF COMPETENCY <br /> Spacing of Brace 24' 2.4" (7.39 m) DEC 31.2 FIRE SPRINKLER SYSTEMS i <br /> Orientation of Brace Lateral Dwight <br /> igt 911kl r Level 3 <br /> r <br /> Bracing Material 1" Sch.40 Viki Automatic Sprinkler Company = <br /> Maximum Brace Length 7'0" (2.13 m) VI AS373NT r <br /> Slenderness Ratio used for Load Calculation 200 12/17/24 a <br /> Signature Date <br /> •••••••••••••••�•�•••••••��f�••�•••��// <br /> True Angle of Brace for Calculation 60° <br /> Type of Fastener Fig.828 Across 3/8"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) 124.25 ft(7.4 m) <br /> 2.5"Sch.40 Steel Pipe(63.5 mm) 1115.5 ft(35.2 m) <br /> 2"Sch.40 Steel Pipe(50.8 mm) 128 ft(8.5 m) <br /> G-Factor Used 0.7714 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 1189 Ibs (539 kg) <br /> Material Capacity 1604 Ibs (728 kg) <br /> Fastener Capacity 3340 Ibs (1515 kg) <br /> Fig. 1001 Clamp 1470 Ibs (667 kg) <br /> Fig.980- 3/8" Universal Swivel 3360 Ibs (1524 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 TOLBrace'"'8 <br /> Visit us at www.tolco.com <br />