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: . , , <br /> BEAM CLAMPS ~ � � ���� <br /> . <br /> Flg. 9z Universal C-type Clamp (Standard Throat) <br /> �-- ____._ -�- .__�__— -- - - -- --.-�-�- �- �... ��..� <br /> Size Range:'/s"and'/z" � <br /> Material:Ductile iron,hardened steel cup point set screw and locknut. <br /> Finish:0 Plain or 0 Galvanized <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'/4: <br /> Approvals:Complies with Federal Specification A-A-1192A(Type 19&23) <br /> WW-H-171-E(Type 23J,ANSI/MSS SP-69 and MSS SP-58(Type 19&23). <br /> UL,ULC Listed and FM Approved. <br /> How to size:Size of damp is determined by size of rod to be used. <br /> Installation:Follow recommended set screw torque values per MSS-SP-69 -- <br /> :-=:� <br /> (See table on page 208) <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. <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 /> • Can be used with Fig 89X retaining clip for seismic applications. <br /> Ordering:Specify rod size,figure number,name of clamp and finish. <br /> � �H� C-► �F <br /> E AT LEAST ONE I � � � <br /> � � FULLTHREAD <br /> BE EXP SEDT � <br /> � �,. i -_ <br /> """'•'.' <br /> 3/4 I � <br /> BODY - / ' <br /> ;" } '• CASTING - <br /> I I � <br /> � <br /> ��� <br /> JAM-NUT �–��A � <br /> SET SCREW <br /> 1• <br /> FIG. 92: LOAD (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) • TORQUE (IN-LBS) <br /> Rod Size Set Screw Torque Max Loads■ <br /> A Size Value Top Bottom Weight C D E F G H <br /> 3�8 3�8 6� �J�� 2�J� 0.34 �5�6 �9�16 9�6 13�16 3�8 ��2 <br /> Yz Yx 125 950 760 0.63 13/e 113/s Y� 1'/,s �/s Z3�32 <br /> ■Maximum temperature of 450°F <br /> . � � . , � � � • � t i <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 /> Catalog PH-2008 <br />