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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 8" <br />NFPA Type F <br />8" Sch.40 Steel Pipe <br />25' 7.2" (7.81 m) <br />Longitudinal <br />1 " Sch.40 <br />7'0"(2.13m) <br />200 <br />75* <br />Fig.828 Across 3/8" Thick Flange Beam <br />N/A <br />Summary of Pipe within Zone of Influence <br />8" Sch.40 Steel Pipe (203.2 mm) 25.625 ft (7.8 m) <br />G-Factor Used 0.643 <br />Allowance for Heads and Fittings <br />15% <br />Conclusions <br />Total Adjusted Load of Pipe in Zone of Influence <br />904 Ibs (410 kg) <br />Material Capacity <br />1604 Ibs (728 kg) <br />Fastener Capacity <br />4040 Ibs (1833 kg) <br />Fig. 4L Clamp <br />1515 Ibs (687 kg) <br />Fig.980 - 1/2" Universal Swivel <br />3247 Ibs (1473 kg) <br />Structural Member <br />STEEL I -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 />E=T*N <br />Pi�rtienr, q (;i; crneSs b1'i71!dwrdr' <br />