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TOLBrace"M Seismic Calculations <br /> 40-58 SPARS Job# <br /> 3003 West Casino Rd. EAGN <br /> fbtseRr+g�trscilessYYnrlaMrttlo <br /> Brace Identification bin Lateral Brace <br /> Brace Type(Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 6" Sch.10 Steel Pipe <br /> Spacing of Brace 25'0" (7.62 m) <br /> Orientation of Brace Lateral <br /> Bracing Material 1" Sch.40 <br /> Maximum Brace Length 7'0"(2.13 m) <br /> E Slenderness Ratio used for Load Calculation 200 <br /> i <br /> True Angle of Brace for Calculation 450 <br /> Type of Fastener Fig.828 Across 1/2" -7/8" Thick Flange Beam <br /> Length of Fastener N/A <br /> E <br /> Summary of Pipe within Zone of Influence <br />! 6"Sch.10 Steel Pipe(152.4 mm) 125 ft(7.6 m) <br /> i <br /> i <br /> I <br /> i <br /> l <br /> G-Factor Used 0.9 <br /> j Allowance for Heads and Fittings 15% <br /> Conclusions <br /> yip■w��r�r�ew�src�rrrrN�r•�rr��rwr�r� <br />` Total Adjusted Load of Pipe in Zone of Influence 596 Ibs (270 kg) • yynSl-II�IOTav STATE ■ <br /> J P • CERTIFICATE OF COMPETENCY r <br /> E ■ FIRE PROTECTION SPRINKLr=R SYSTEMS <br /> Material Capacity 1310 Ibs(594 kg) N r <br /> • Daniel MoLuen \ • <br /> Fastener Capacity 2200 Ibs(998 kg) 6676-079 Level 3 b. <br /> • Viking Autom S Company ■ <br /> Fig. 1001 Clamp 730 Ibs(331 kg) iz <br /> 1 • <br /> r N r <br /> Fig.980- 1/2" Universal Swivel 2790 Ibs(1266 kg) sKPtreo <br /> Structural Member Steel Beam i s�r.0"W"Mmm MOw�rr�rip <br /> Calculations prepared by Don Koval <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 vnvw.tolco.com <br /> 1 <br />