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TOLBraceT"I Seismic Calculations <br /> 40-58 SPARS Job# <br /> 3003 West Casino Rd. <br /> P445 Pny f3!l,SirtBSS f YUr&!tt rci� <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) 40 ft(12.2 m) <br /> G-Factor Used 0.9 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions prw�rrrrtrrr�a��rArrrrrrrrrrr�ww� <br /> WASHINGTON STATE a <br /> OERTtFICATE OF COMPETENCY <br /> Total Adjusted Load of Pipe in Zone of influence 488 lbs (221 kg) I FIRE PROTECTION SPRINKLER SYSTEMS <br /> Material Capacity 1310 Ibs(594 kg) ; Denlel Metuen \ i <br /> 887E-079 Log!3 <br /> Fastener Capacity 2200 Ibs(998 kg) 11/lking Autottt c Company \ <br /> Fig. 1001 Clamp 1200 Ibs(544 kg) VIKINAS <br /> r <br /> Fig.980- 1/2" Universal Swivel 2790 Ibs(1266 kg) oec a�az y <br /> Structural Member Steel Beam i lan rrrr rrwrrrrrrrrwrwrlrrr+■ <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 www.tolco.com <br />