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CABLE BRACING REQUIREMENTS <br /> MECHANICAL EQUIPMENT, ROD HUNG MAXIMUM HORIZONAL SEISMIC FORCE = 0.41 G's <br /> Requires Use of ISAT Seismic Brackets. Use of Any Non-ISAT Bracket Voids Engineering Sps = 0.77 <br /> Rod 1 Min° 4-WAY SPLAYED BRACING REQUIREMENTS <br /> Equipment Total Vertical Brace 2 Min. Min. Brace Anchorage 3 <br /> Equipment <br /> Maximum Vertical Support Reaction Brace Concrete Concrete <br /> Tag <br /> Weight(lbs) Load Rod Dia. p Assembly Form Pour Metal <br /> (lbs) (in) (lbs) Page E3 Deck Deck <br /> 4-ROD SUPPORT 4-Way Splayed Brace Pattern (B39.1,839.4, 350.3) <br /> FCU-B13 1073 298 3/8 440 CBW32 N5TZ4 <br /> 1. TVL=DL+Fv+(0.2Sos/1.4 x Wp). All Terms are Working Loads. <br /> 2. At Max.45 Degree Brace Inclination. <br /> 3. As an alternate,Brace Anchorage Connections To Structure May Be Employed Using Any Detail <br /> From Structural Connections Section"D"Series Details Where Assembly Design Value Meets Or <br /> Exceeds Brace Reaction. T <br /> 111144. Vertical Support Connections May Be Selected From The"G"Series Details Where Design Value S''` '—' All <br /> Meets Or Exceeds Rod Total Vertical Load. <br /> international Seismic Application Technology <br />