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TOLBraceTM Seismic Calculation <br />40-22 Torit Booth <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 # WO-12290 <br />Lo <br />NFPA Type F <br />2.5" Sch.40 Steel Pipe <br />58.4"(1.73m) <br />Longitudinal <br />1" Sch.40 <br />7'0"(2.13m) <br />200 <br />60' <br />3/8in. Unfinished Steel Bolt <br />N/A <br />Summary of Pipe within Zone of Influence <br />2.5" Sch.40 Steel Pipe (63.5 mm) 5.6666 ft (1.7 m) <br />G-Factor Used 0.64 <br />Allowance for Heads and Fittings <br />15% <br />Conclusions <br />Total Adjusted Load of Pipe in Zone of Influence <br />33 Ibs (15 kg) <br />Material Capacity <br />1604 Ibs (728 kg) <br />Fastener Capacity <br />3417 Ibs (1550 kg) <br />Fig. 4L Clamp <br />790 Ibs (358 kg) <br />Fig.980 - 3/8" Universal Swivel <br />3360 Ibs (1524 kg) <br />Structural Member <br />Steel Torit Booth <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 />E:T•N <br />Powering Busmen Worldwide <br />Expires WASHINGTON STATE <br />E it 2a CERTIFICATE OF COMPETENCY <br />FIRE SPRINKLER SYSTEMS <br />Daniel MCLuen <br />6676-0791-C,. Level <br />Viking Automat 'prinkler ompany <br />VIKINAS373NT <br />511712024 <br />Date <br />