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BEAM CLAMPS (((z ANVIL <br /> IN,FN•cIll NA" INC <br /> Fig. 93 Universal C-type Clamp (Wide Throat) <br /> Ash- <br /> Size Range: 3/e and 1/2" <br /> INF <br /> Material: Malleable/Ductile iron clamp,hardened steel cup point set screw and locknut. <br /> Finish: ❑ Plain and❑ Galvanized <br /> Service: Recommended for use under roof installations with bar joist type constructions, or for <br /> attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be <br /> offset from the edge of the flange and where the thickness of joist or flange does not exceed 11/4". <br /> Approvals: Complies with Federal Specification A-A-1192A(Type 19&23) <br /> WW-H-171-E(Type 23)and MSS-SP-69(Type 19&23). UL,ULC Listed and FM Approved. <br /> How to size: Size of clamp is determined by size of rod to be used. <br /> Installation: Follow recommended set screw torque values per MSS-SP-69 <br /> (See tables on page PH-212) <br /> Features: <br /> • They may be attached to horizontal flanges of structural members in either the <br /> top beam or bottom beam positions. v� <br /> • Secured in place by a cup-pointed Set Screw tightened against the flange. <br /> A Jam Nut is provided for tightening the Set Screw against the Body Casting. <br /> • Thru tapping of the body casting permits extended adjustment of the threaded rod. <br /> • Wider throat for attaching to flange with up to 11/4"thickness. <br /> Ordering: Specify rod size,figure number, name of clamp and finish. <br /> fH C ► I(�I <br /> AT U 'j' <br /> I I <br /> 800Y <br /> CASTING <br /> JAM-NUT ~A <br /> SET-SCRE <br /> 1' <br /> Fig.93: Load(Ibs)•Weight(Ibs)• Dimensions(in) <br /> Rod Set Screw Max Loads■ <br /> Weight <br /> Size A Size C D E F G H <br /> Top Bottom <br /> 3/8 3/8 500 250 0.41 1 5/16 2 5/32 9/16 1 3/1 6 3/8 5/8 <br /> 1/2 1/2 950 760 0.75 1 3/8 211/32 1/2 1 1/16 7/16 1 3/1 6 <br /> ■Maximum temperature of 450° F <br /> Pipe Hanger Submittal Sheet <br /> Project: Architect/Engineer: Approval Stamp: <br /> Date: Phone: <br /> Contractor: <br /> Address: • <br /> Notes 1: <br /> Notes 2: <br />