Laserfiche WebLink
TOLBraceTIVI Seismic Calculation <br /> ECC Learning Resource Center Job# <br /> 1001 N Broadway FMITION <br /> ftw-.M4 Bus pass tNn irRe <br /> Brace Identification 3" Lateral Brace <br /> Brace Type(Per NFPA##13) NFPA Type B <br /> Braced Pipe(ft) 3" 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 TO" (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 Across Beam <br /> Length of Fastener N/A <br /> Summary of Pipe within Zone of Influence <br /> 3"Sch.10 Steel Pipe(76.2 mm) 25 ft(7.6 m) <br /> 1.5"Sch.10 Steel Pipe(38.1 mm) 160 ft(48.8 m) <br /> G-Factor Used 0.5936 <br /> Allowance for Heads and Fittings 15% <br /> Conclusions <br /> Total Adjusted Load of Pipe in Zone of Influence 468 Ibs (212 kg) <br /> Material Capacity 1310 Ibs (594 kg) <br /> Fastener Capacity 1425 Ibs (646 kg) <br /> Fig. 1001 Clamp 1425 Ibs (646 kg) <br /> Fig.980 Universal Swivel 1425 Ibs (646 kg) <br /> Structural Member Steel I-Beam <br /> Calculations prepared by Brett Hamilton <br /> `The description of the Structural Member is for informaticnal purposes only. <br /> TOLBraceT software calculates the brace assembly only,not the structure it is attached to. <br /> Calculated with TOLSrace-8 <br /> Visit us at www.totcc.ccm <br />