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BEAM CLAMP-51. <br /> F ig m 9 2 Uyaive'rsall C-type Clannip (SUnids.rd Thxcat) <br /> Wxe ltange-L/s"and Ili' <br /> M at,a via I:;Etile iron,hardened steel cup point set screw and locknut. <br /> E Finish P in orO Zinc Plated(Hot-Dip Galvanized optional) <br /> Sew,vice:Re�cmmended for use under roof installations with bar joist type construction, <br /> or for attac ment to the top or bottom flange of structural shapes where the <br /> vertical hanser rod is required to be offset from the edge of the flange and where <br /> the thicknes of joist or flange does not exceed'At" <br /> Approvals: omplies with Federal Specification A-A-1192A(Type 19&23) <br /> WIAMLI-171- (Type 23),AIZI/MSS SP-69 and MSS SP-58(Type 19&23). <br /> UL,ULC List d and FM Approved, <br /> Hmv 140 sine Size of clamp is determined by size of rod to be used. <br /> hk5tallation:Foilvot recommended set screw torque values per MSS-SP-69 <br /> Features: <br /> • They may be attached zo horizontal flanges of structural members in either the top beam or <br /> botto beam positions. <br /> • Secure in place by a cup-pointed Set Screw tightened against the flange. Faz <br /> A)am 1 I <br /> ut is provided for tightening the Set Screw against the Body Casting. L;37,-B APPROVED <br /> 1i• Thru to 'ping of the body casting permits extended adjustment of the threaded rod. <br /> • Can be sed with Fig 89X retaining clip for seismic applications. <br /> Oe'derh-,n:Sp cify rod size,figure number•name of clamp and finish. <br /> T. <br /> AT LEAST ONF <br /> FULLTHREid <br /> QFR00r,1USr\ <br /> HEMMED <br /> T_ <br /> Baby <br /> M-511 <br /> ET SGRUI? <br /> ING. -92: LOAD (LBS) Q WEIGHT(LBS) fl DMADISIONS �Nl) TCRQUUE(AM-Las) <br /> Rod Size So i Screen Torque Him':Lands 0 Weight. G 0 r F G li <br /> A �41!20 Value Top Bottom I <br /> 3A 60 500 250 0.34 1-'/10 19/Z /16 1,n 1/8 1112 <br /> 23,1 <br /> -125 950 1 V, 760 0.63 11/ir 7/15 <br /> 0 Maximum Tempe are of A50°F <br /> slit! ,WR <br /> Address: Approved as noted <br /> Contractor: Unt-11 approved <br /> Engincer: hen avhs: <br /> Submittal Data: <br /> Note <br />