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TOLBrace"M Seismic Calculations <br /> 40-58 SPARS Job# <br /> 3003 West Casino Rd. <br /> pots-ohng 8usirlessYYa&hv+s16 <br /> Brace Identification 4in Lateral Brace <br /> Brace Type(Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 4" Sch.10 Steel Pipe <br /> Spacing of Brace 40'0" (12.19 m) <br /> Orientation of Brace Lateral <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 450 <br /> Type of Fastener Fig.828 Across 1/2" -7/8" 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) 140 ft(12.2 m) <br />'I <br /> I <br /> E <br /> I <br /> E <br /> E <br /> I <br /> IEE <br />({E <br /> I <br /> G-Factor Used 0.9 <br /> Allowance for Heads and Fittings 15% <br /> I Conclusions prrswrs'ar�a��rrrrrwasr+owssr� <br /> YyyyASNINOTON STATE r <br /> I r CiERTIFiCATE OF COMPETENCY ■ <br /> Total Adjusted Load of Pipe in Zone of Influence 488 Ibs(221 kg) r FIRE PROTECTION SPRINKLER SYSTEMS <br /> Material Capacity 1310 Ibs(594 kg) ; Daniel McLuen <br /> 667t3.0�S1 Lavel3 * <br /> Fastener Capacity 2200 Ibs(998 kg) r Mking Autwtt c S Company ■ <br />` Fig. 1001 Clamp 1200 lbs(544 kg) VIKIfdAS <br /> I Fig.980- 1/2" Universal Swivel 2790 Ibs (1266 kg) E�plrea <br /> priC 31,�7 M <br /> Structural Member Steel Beam Ipn rrrr rrrrrrr�wrarrrrn�rrr■ <br /> r <br /> I' Calculations prepared by Don Koval <br /> `The description of the Structural Member is for informational purposes only. <br /> TOLBrace-sofhvare calculates the brace assembly only,not the structure it is attached to. <br /> Calculated with TOLBrace-B <br /> Visit us at www,tolco.com <br />