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TOLBraceTM Seismic Calculation <br /> Boeing Ev 40-26 Torit Booth Job#WO-13790 <br /> 3003 W. Casino Road F_T*N <br /> Powering Busmess Worldwide <br /> Brace Identification Lo <br /> Brace Type(Per NFPA#13) NFPA Type F <br /> Braced Pipe(ft) 4"Sch.10 Steel Pipe <br /> Spacing of Brace 38'6" (11.74 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 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) 38.5 ft(11.7 m) <br /> =r�rr�rrrr���rrrrrrr�rrr�rrrrrrrrrrrrr�= <br /> a Explres WASHINGTON STATE <br /> DEC at.= CERTIFICATE OF COMPETENCY <br /> FIRE SPRINKLER SYSTEMS <br /> Dwight Bickler <br /> 2038-0991-C Level 3 <br /> Viki Automatic Sprinkler Company <br /> VI AS373NT <br /> Signature Date <br /> •rrr�rrrrrrrrrrrrr��rrr��r�rr���rrrrrri <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 402 Ibs(182 kg) <br /> Material Capacity 1604 Ibs(728 kg) <br /> Fastener Capacity 3340 Ibs(1515 kg) <br /> Fig.4L Clamp 790 Ibs(358 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 TOI-Brace-8 <br /> Visit us at www.tolco.com <br />