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

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DOE-STD-I090-96 (Rev-I)Figure 11-11. Wire-rope fastenings.Efficiencies of wire rope fittings or fasteningsin percentages of strength of rope:Open type2§J &Closed typeSwaged socket. ••• • •••• • • . • • • . •• 1()()O/OClips(number of clips varies with size ofrope)••.•••..•..••••••••••..•.••..•,. 7s-a
DOE-STD-I090-96 (Rev-!)7. Locate sling eyes so that:i. Adequate clearance is maintainedbetween the attached slings andother parts or surfaces ofthecomponent or equipment.Figure 11-14. Double-saddle clips(drop-forged steel, galvanized).22. As a minimum, mark wire-rope slingswith the rated capacity and inspection due date.This information maybe stenciled or stamped on ametal tag affixed to the sling. (Stenciling orstamping on the swages ofa sling eye is notrecommended.)23. Slings made ofrope with 6 x 19 and6 x 37 construction and cable-laid slings shallhave a minimum clear length ofrope 10 times therope diameter between splices, sleeves, or endfittings.24. Braided slings shall have a minimumclear length ofrope 40 times the component(individual) rope diameter between the loops orend fittings.25. Grommets and endless slings shallhave a minimum circumferential length of96 times the body diameter ofthe grommet orendless sling.b. Critical Lifts1. All provisions ofparagraph 11.3.2.3.a,"OrdinaryLifts," also shall apply to critical lifts.2. Wire-rope sling eyes with thimblesshall be made with a thimble having a ratio ofthimble diameter (D) to rope diameter (d) of3 ormore (DId greater than or equal 3).3. Do not use wedge sockets or wire-ropeclips on slings used for critical lifts.4. Ensure that working loads ofwire-ropeslings do not exceed their rated capacities.5. Do not splice slings together.6. Use thimble eyes for slings to bejoined end-to-endii.iii.iv.There is no interference with thefunctioning ofhoisting, rigging,or handling equipment.Maximum accessibility to the eyeis maintained.Attached slings can convergeover the center ofgravity ofthelift.v. Proper stability canbemaintained during lifting andpositioning ofthe item at theinstallation site.vi.The planeofthe slinging eye iscoincident with the plane ofthesling underloaded conditionswithin ±5 degrees.vii. Sling angles are not less than 45degrees with the horizontal.8. In addition to marking requirementslisted for ordinary lifts, other items may need to bemarked as determined on a case-by-case basis,such as the reach, type, weight ofthe slingassembly, and rated capacity.11.3.3 Alloy Steel-Chain Slingsa. This section applies to slings made fromgrade 80 alloy chain manufactured and tested inaccordance with National Association ofChainManufacturers welded steel chainspecifications-1990. Ifchain other than this isused, it shall be used in accordance with herecommendations ofthe chain manufacturer.b. Alloy Steel-chain slings differ fromwire-rope slings in that components using wire arereplaced by link chain. Other sling componentsare similar. Chain slings are more rugged andflexible, but less shock resistant than wire-rope orbraided slings. The size is measured by the linkstock.Chapter 11Wire Rope and Slings 11-22
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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)EXHIBIT I (c
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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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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-1090-96 (Rev-l)13.2 INSPECT
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DOE-STD-I090-96 (Rev-I)13.3 TESTING
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DOE-STD-1090-96 (Rev-l)13.4 NONDEST
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DOE-STD-1090-96 (Rev-1)14.4.4.3 Per
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DOE-STD-I090-96 (Rev-I)14.2 STRUCTU
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DOE-STD-I090-96 (Rev-I)14.2.7 Maint
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DOE-STD-I090-96 (Rev-!)Four-pad pow
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DOE-STD-I090-96 (Rev-I)14.3.5 Testi
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DOE-STD-I090-96 (Rev-I)14.4 MAGNETS
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DOE-STD-I090-96 (Rev-I)1. External
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DOE-STD-I090-96 (Rev-I)instructed b
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DOE-STD-I090-96 (Rev-I)6. Charging
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DOE-STD-!090-96 (Rev-!)EXHIBIT IPag
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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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