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TOLBrace" Seismic Calculations <br /> 40-58 SPARS Job# <br /> i <br /> 3003 West Casino Rd. <br /> fmtrdr+p�usiness i1'nrfdvnde <br /> Brace Identification 4in Longitudinal Brace <br /> Brace Type(Per NFPA#13) NFPA Type B <br /> Braced Pipe(ft) 4" Sch.10 Steel Pipe <br /> Spacing of Brace 50' 0" (15.24 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 45° <br /> Type of Fastener Fig.828 Along 1/2" -7/8" Thick Flange Beam <br /> Length of Fastener N/A <br /> i <br /> E <br /> Summary of Pipe within Zone of Influence <br /> 4"Sch.10 Steel Pipe(101.6 mm) 150 It(15.2 m) <br /> E <br /> i <br /> i <br /> i <br /> E <br />'t <br /> E <br /> i <br /> G-Factor Used 0.9 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> ASHI�wrsssrrsrsssssrarrrwrrrsassrsR <br /> Total Adjusted Load of Pipe in Zone of Influence 610 Ibs(277 k ) YyAyCATN��Tot�t STATE ■ <br /> J p g � CERTIFIC/1TE OF COMPETENCY � <br /> of FIRE PROTECTION SPRINKLER SYSTEMS <br /> Material Capacity 1310 Ibs(594 kg) N N <br /> Danlel McLuen <br /> Fastener Capacity 1270 Ibs(576 kg) 19 6676-0794 Level 3 <br /> Vlking Au OM S Company r <br /> Fig.4L Clamp 650 Ibs(295 kg) VIKINAS <br /> Fig.980- 1/2" Universal Swivel 2790 ibs(1266 kg) taK Ire. <br /> i <br /> � tsec a�,a7 M <br /> Structural Member Steel Beam I9n <br /> rr�� wr�rrrrrr�rrrrrrar! <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 wvnw.tolco.com <br />