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

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DOE·STD·I090-96 (Rev-I)12.4 EYEBOLTSa. Eyebolts used for hoisting shall be fabricatedfrom forged carbon or alloy steel.b. Eyebolts shall have a minimum design factorof5:1. The vertical safe-working load shall beforged, stamped, or inscribed into each eyebolt bythe manufacturer or the owner. A permanentlyattached metal tag bearing the same informationmay also be used.c. Eyebolts shall have Class n fit and have aminimum ofone-and-one-half diameters threadengagement. Nuts on through-eyebolts shall beself-locking or shall be secured with lock wires orother suitable means to prevent loosening.d. The following shall apply to eyebolt users:e. Use shouldered eyebolts for all applications,except where it is not possible due to theconfiguration ofthe item to be lifted. See Figure12-3. When unshouldered eyebolts are used, donot use nuts, washers, and drilled plates to makeshouldered eyebolts.f. Do not use wire-type or welded eyebolts inDOE-lifting operations.g. Ensure shoulders seat snugly against thesurface on which they bear.h. Spacers may be used, ifnecessary, to ensureproper seating ofthe eyebolt. Use a flat spacer nothicker than 1/16 ofthe outside diameter andapproximately the same diameter as the maximumaxis of the eyebolt shoulder with the smallestinside diameter that will fit the eyebolt shank.i. Spot-face or slightly counterbore the surfaceofthe item to which the eyebolt is fastened to theminimum depth needed for cleanup of the surfaceand complete bearing ofthe shoulder or spacer onthe bearing surface.j. Carefully inspect each eyebolt before use.Visually inspect the hole to ensure that there hasbeen no deformation. Check the condition ofthethreads in the hole to ensure that the eyebolt willsecure and the shoulder can be brought downsnug. Destroy eyebolts that are cracked, bent, orhave damaged threads.k. Ensure that the shank ofthe eyebolt is notundercut and is smoothly radiused into the planeofthe shoulder or the contour of the ring fornonshouldered eyebolts.l. When more than one eyebolt is used inconjunction with multiple-leg rigging, spreaderbars, lifting yokes, or lifting beams should be usedto eliminate angular lifting. However, wherespreaders, yokes, or beams cannot be used,eyebolts may be used for angular lifting, providedthat the limiting conditions in Table 12-3 areconsidered. An angular lift is any lift in which thelifting force is applied at any angle to thecenterline ofthe shank ofthe eyebolt.m. Where nonshouldered eyebolts must be usedfor a critical lift, ensure that an engineeringanalysis ofthe loading and load vectors is madeand approved before use. Minimize the anglebetween the sling and the eyebolt axis. In no caseshall the eyebolt loading exceed the values shownin Table 12-3.12-11Chapter 12Rigging Accessories
DOE-STD-I090-96 (Rev-I)• Shouldered • UnshoulderedUnsafe(bent)Unsafe(no shoulderand open hook)• Safe(Shoulder isseated snuglyagainst surface)• Unsafe(Shoulder is notseated snuglyagainst surface)Figure 12-3. Eyebolts.Chapter 12Rigging Accessories12-12
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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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DOE-STD-I090-96 (Rev-I)11.2 WIRE RO
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Page 185 and 186: DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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Page 189 and 190: DOE-STD-I090-96 (Rev-I)Table 11-4.
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Page 195 and 196: DOE-STD-I090-96 (Rev-I)Angle of cho
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Page 227 and 228: DOE-STD-I090-96 (Rev-I)Good and Bad
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Page 249 and 250: DOE-STD-1090-96 (Rev-l)13.2 INSPECT
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Page 265 and 266: DOE-STD-I090-96 (Rev-I)14.2.7 Maint
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Page 271 and 272: DOE-STD-I090-96 (Rev-I)14.4 MAGNETS
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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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