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TOLBraceT"" Seismic Calculations <br />Boeing 40-36 FSI/MIC <br />3003 W Casino Rd <br />Brace Identification <br />Brace Type (Per NFPA#13) <br />Braced Pipe (ft) <br />Spacing of Brace <br />Orientation of Brace <br />Bracing Material <br />Maximum Brace Length <br />Slenderness Ratio used for Load Calculation <br />True Angle of Brace for Calculation <br />Type of Fastener <br />Length of Fastener <br />Job # WSC-3046 <br />Long 6" <br />NFPA Type F <br />6" Sch.40 Steel Pipe <br />31' 0" (9.45 m) <br />Longitudinal <br />1 " Sch.40 <br />7'0"(2.13m) <br />200 <br />75* <br />1/2in. Unfinished Steel Bolt <br />N/A <br />Summary of Pipe within Zone of Influence <br />E=T*N <br />Pi�rtienr, q (;i; crneSs b1'i71!dwrdr' <br />6" Sch.40 Steel Pipe (152.4 mm) <br />31 ft (9.4 m) <br />4" Sch.40 Steel Pipe (101.6 mm) <br />4.125 ft (1.3 m) <br />2" Sch.40 Steel Pipe (50.8 mm) <br />99.5 ft (30.3 m) <br />G-Factor Used 0.643 <br />Allowance for Heads and Fittings 15% <br />Conclusions <br />Total Adjusted Load of Pipe in Zone of Influence 1154 Ibs (523 kg) <br />Material Capacity 1604 Ibs (728 kg) <br />Fastener Capacity 2850 Ibs (1293 kg) <br />Fig. 4L Clamp 1411 Ibs (640 kg) <br />Fig.980 - 1/2" Universal Swivel 3247 Ibs (1473 kg) <br />Structural Member Side of 10" C-Channel <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 />