DOE-STD-1090-96, DOE Standard Hoisting and Rigging Manual ...

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DOE-STD-I090-96 (Rev-I)12.3 SHACKLESa. Shackles are made ofdrop-forged steel bentinto shape. They are strong, closed attachmentsthat will not come unhooked. The size is specifiedby the diameter ofthe body. Avoid side pulls onthe shackle body.b. Shackle pins should fit free without binding.Do not substitute a bolt for the shackle pin.Figure 12-2 shows shackles and providesexamples ofgood and bad practices andinspection points.c. Each shackle body shall be permanently andlegibly marked by the manufacturer. Raised orstamped letters on the side ofthe bow shall beused to show:1. Manufacturer's name or trademark.2. Size.3. Rated capacity.d. Shackles that are not properly marked shallbe permanently removed from service.e. When shackles are used at load angles otherthan 90 degrees, the safe-load rating shall bereduced accordingly.12-9Chapter 12Rigging Accessories
DOE-STD-I090-96 (Rev-I)Typical shacklesReplacing shackle pinsNever replace a shacklepin with a boltScrew pinanchor shackleRound pinanchor shacklesafety typeanchor shackleScrew pin Round pinchain shackle chain shackleShackle inspection areassafety typechain shackleCheck for wearThe load will bend the bolt'-"~_______Check for wear andstraightnessCheck that pin Isalways seated~.Check that shackle Is notopening upEccentric shackle loads00 not use screw pin shackles if the pincan roll under ioad and unscrewPacklngsHookPoor ractlceNever allow shackleto be pulled at anangle - the .egswill open upGood PracticePack the pinwith washersto centralize theshackleFigure 12-2. Shackles.Chapter 12Rigging Accessories 12-10
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INCH-POUNDDOE STANDARDDOE-STD-1 090
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DISCLAIMERPortions of this document
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DOE-STD-I090-96 (Rev-I)7.5.6 Attach
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DOE-STD-I090-96 (Rev-I)9.2.6.3 Hydr
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DOE-STD-1090-96 (Rev-l)11.2.3.1 6 x
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DOE-STD-1090-96 (Rev-l)13.4.5 Disco
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DOE-STD-I090-96 (Rev-I)15.4.2 Mobil
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DOE-STD-I090-96 (Rev-I)History and
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DOE-STD-I090-96 (Rev-I)Acknowledgme
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DOE-STD-I090-96 (Rev-I)Introduction
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DOE-STD-I090-96 (Rev-I)CHAPTER 1TER
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DOE-STD-I090-96 (Rev-I)CLOSING LINE
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DOE-STD-I090-96 (Rev-I)END CONTROL:
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LIFT, PREENGINEERED PRODUCTION:Repe
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QUALIFIED ENGINEER/QUALIFIEDENGINEE
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DOE-STD-I090-96 (Rev-I)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)2.2 CRITICAL
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DOE-STD-1090-96 (Rev-1)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)3.2 OPERATIO
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DOE-STD-I090-96 (Rev-I)2. Perform a
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DOE-STD-I090-96 (Rev-I)3.4.4 Approv
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DOE-STD-I090-96 (Rev-I)3.6 TRAINING
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DOE-STD-I090-96 (Rev-I)that create
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4.3 OVERHEAD CRANESDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-I)lNTENTIONAIL
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DOE-STD-I090-96 (Rev-I)5.2 HOSTILE
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DOE-STD-1090-96 (Rev-l)EXHIBIT IHOS
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6.2 QUALIFICATIONDOE-STD-I090-96 (R
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6.2.5Operators of ForkliftTrucksa.
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DOE-STD-I090-96 (Rev-I)6.3 TRAINING
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DOE-STD-1090-96 (Rev-l)24. Records
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6.4 REQUALIFICATIONDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-!)Gantry Crane
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DOE-STD-I090-96 (Rev-I)Crane bridge
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DOE-STD-I090-96 (Rev-I)7.2 INSPECTI
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DOE-STD-I090-96 (Rev-I)h. Chain-dri
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DOE-STD-I090-96 (Rev-I)trouble pers
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DOE-STD-I090-96 (Rev-I)7.4 MAINTENA
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DOE-STD-I090-96 (Rev-I)HOIST. With
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DOE-STD-I090-96 (Rev-I)g. Do not lo
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DOE-STD-1090-96 (Rev-l). IN1ENTIONA
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DOE-STD-1090-96 (Rev-l)EXHIBIT I (c
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DOE-STD-I090-96 (Rev-I)EXHIBIT I (c
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DOE-STD-I090-96 (Rev-I)8.3 TESTING
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DOE-STD-I090-96 (Rev-I)Figure 8-3.
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DOE-STD-I090-96 (Rev-I)8.1.1Operato
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DOE-STD-I090-96 (Rev-I)operating co
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DOE-STD-I090-96 (Rev-I)2. A number
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DOE-STD-!090-96 (Rev-!)iv.Inspect f
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DOE-STD-I090-96 (Rev-I)d. Do not op
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DOE-STD-I090-96 (Rev-I)Exhibit I is
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DOE-STD-I090-96 (Rev-I)9.5.29.5.39.
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DOE-STD-I090-96 (Rev-I)Table 9-1. S
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DOE-STD-1090-96 (Rev-1)r-1r.ilE3...
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DOE-STD-I090-96 (Rev-I)d. Evidence
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DOE-STD-I090-96 (Rev-I)before retur
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DOE-STD-I090-96 (Rev-!)t. Lock carr
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DOE-STD-I090-96 (Rev-I)Figure 9-2.
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DOE-STD-1090-96 (Rev-1)c. Durable s
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DOE-STD-I090-96 (Rev-I)1. Cranel10a
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DOE-STD-I090-96 (Rev-I)IIIIIIIIIIII
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DOE·STD·I090·96 (Rev-I)HOIST. Wi
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DOE-STD-I090-96 (Rev-I)RETRACT 800M
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DOE-STD-I090-96 (Rev-I)Exhibit I is
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DOE-STD-1090-96 (Rev-1)10.5.5 Movin
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DOE-STD-I090-96 (Rev-I)10.1.6 Modif
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DOE-STD-I090-96 (Rev-I)1. Class I-l
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DOE-STD-I090-96 (Rev-I)CAUTIONONLY
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DOE-STD-1090-96 (Rev-l)20. To avoid
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DOE-STD-1090-96 (Rev-1)RAISE THE TI
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DOE-STD-1090-96 (Rev-l)Table 11-1.
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Page 185 and 186: DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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Page 227 and 228: DOE-STD-I090-96 (Rev-I)Good and Bad
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DOE·STD·I090-96 (Rev-I)15.2 DEFIN
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General note for Figures 15-5 throu
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DOE-STD-I090-96 (Rev-I)LIFT, ORDINA
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DOE-STD-1090~96 (Rev-l)Consideratio
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DOE-STD-I090-96 (Rev-I)15.4.2.4 Fre
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DOE-STD-I090-96 (Rev-I)4. Corroded
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DOE-STD-I090-96 (Rev-I)attention to
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DOE-STD-I090-96 (Rev-I)b. Test load
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DOE-STD-!090-96 (Rev-!)regardless Q
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DOE-STD-1090-96 (Rev-1)EMERGENCY ST
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DOE-STD-I090-96 (Rev-I)so by an app
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DOE-STD-I090-96 (Rev-I)Figure 15-13
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DOE-STD-I090-96 (Rev-I)include the
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DOE-STD-1090-96 (Rev-l)the platform
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DOE-STD-I090-96 (Rev-I)h. Report an
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DOE-STD-!090-96 (Rev-!)fRAISE THE T
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DOE-STD-I090-96 (Rev-I)h. Provide 4
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DOE-STD-1090-96 (Rev-l)ASME B56.7,
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