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BEAM CLAMPS <br /> Fi • 92 Universal C-type Clamp (Standard Throat) <br /> Size Range:3/8"and 1/2' <br /> Material:Ductile iron,hardened steel cup point set screw and locknut. <br /> Finish:❑Plain or❑Zinc Plated(Hot-Dip Galvanized optional) <br /> Service:Recommended for use under roof installations with bar joist type construction, <br /> or for attachment to the top or bottom flange of structural shapes where the <br /> vertical hanger rod is required to be offset from the edge of the flange and where <br /> the thickness of joist or flange does not exceed'/a: <br /> Approvals:Complies with Federal Specification A-A-1192A(Type 19&23) <br /> WW-H-171-E(Type 23),ANSI/MSS SP-69 and MSS SP-58(Type 19&23). <br /> UL,ULC Listed and FM Approved. <br /> How to size:Size of clamp is determined by size of rod to be used. f <br /> Installation:Follow recommended setscrew torque values per MSS-SP-69. <br /> Features: <br /> • They may be attached to horizontal flanges of structural members in either the top beam or <br /> bottom beam positions. <br /> • Secured in place by a cup-pointed Set Screw tightened against the flange. g@Us Fm <br /> A jam Nut is provided for tightening the Set Screw against the Body Casting. LISTED APPROVED <br /> • Thru tapping of the body casting permits extended adjustment of the threaded rod. <br /> • Can be used with Fig 89X retaining clip for seismic applications. <br /> Ordering:Specify rod size,figure number,name of clamp and finish. <br /> f H E F <br /> C AT LEAST ONE I~ — <br /> G I FULLTHREAD — <br /> OF ROD MUST <br /> BE EXPOSED <br /> i -. <br /> //a' I D <br /> BODY <br /> } CASTING <br /> JAM-NUT �A - <br /> SETSCREW <br /> FIG. 92: LOAD (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) • TORQUE(IN-LBS) <br /> Rod Size Set Screw Torque Max Loads■ Weight C D E F G H <br /> A Size Value Top Bottom <br /> 3/8 % 60 500 250 0.34 15/16 19/6 9/1r, 13/is % 1/z <br /> 1/2 1/z 125 950 760 0.63 1% 113/6 1/x 11/16 'A6 23/32 <br /> ■Maximum temperature of 450°F <br /> PROJECTI <br /> Project: ❑Approved <br /> Address: ❑Approved as noted <br /> Contractor: ❑Not approved <br /> Engineer: Remarks: <br /> Submittal Date: <br /> Notes 1: <br /> Notes 2: <br /> PH-1.15 <br />