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

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DOE-STD-!090-96 (Rev-!)Table 9-2. Maximum allowable ropereductions.Maximum allowablereductionRope diameter from nominal diameterup to 5/16 in. 1/64 in. (0.4 mm)(8 mm)Over 5/16 in. to1/2 in. (13 mm)Over 1/2 in. to3/4 in. (19 mm)Over 3/4 in. to1 1/8 in. (29 mm)Over 1 1/8 in. to1 1/2 in. (38 mm)1/32 in. (0.8 mm)3/64 in. (1.2 mm)1/16 in. (1.6 mm)3/32 in. (2.4 mm)b. The qualified inspector shall take care wheninspecting running rope where rapid deteriorationcould occur, such as in the following:1. Sections in contact with saddlesequalizer sheaves, or other sheaves where r~petravel is limited.2. Sections ofthe rope at or near terminalends where corroded or broken wires mayprotrude.c. The qualified inspector shall take care wheninspecting certain ropes such as the following:1. Rotation-resistant ropes, because oftheir higher susceptibility to damage. The internaldeterioration ofrotation-resistant ropes may notbe readily observable.2. Boom hoist ropes, because ofthedifficulties ofinspection and the important natureofthese ropes.d. No precise rules can be given fordetermining the exact time to replace wire ropebecause many factors are involved. Safety in this~espect depends largely on the use ofgoodJudgment by an appointed person in evaluatingremaining strength in a used rope, after allowancefor deterioration disclosed by inspection. Safetyofrope operation depends on this remainingstrength.e. Conditions such as the following shall besufficient reason for questioning wire-rope safetyand for considering replacement:1. Inrunning ropes, 6 randomlydistributed broken wires in one rope lay, or3 broken wires in one strand in one rope lay.2. In standing ropes, more than twobroken wires in one lay in sections beyond endconnections or more than one broken wire at anend connection.3. Inrotation resistant ropes, tworandomly distributed broken wires in six ropediameters or four randomly distributed brokenwires in thirty rope diameters.4. One outer wire broken at the point ofcontact with the core ofthe rope that has workedits way out of the rope structure and protrudes orloops out from the rope structure; additionalinspection ofthis part ofthe rope is required.5. Wear ofone-third the original diameterofoutside individual wires.6. Kinking, crushing, birdcaging, or anyother damage resulting in distortion ofthe ropestructure.7. Evidence ofheat damage from anycause.8. Reduction from nominal diametergreater than the amounts listed in Table 9-2.f. All rope that has been idle for a month ormore due to shutdown or storage of a crane onwhich it is installed shall be inspected before it isplaced in service. This inspection shall be for alltypes ofdeterioration and shall be performed byan appointed person whose approval shall berequired before further use ofthe rope. A writtenand dated report of the rope condition shall befiled.g. In order to establish data as a basis forjudging the proper time for replacement, acontinuing inspection record shall be maintained.h. Replacement rope shall be the same size,grade, and construction as recommended by thecrane manufacturer, unless otherwiserecommended by a rope or crane manufacturer dueto actual working-condition requirements.i. Never use discarded wire rope for slings.9.2.7Load Hooks/Load BlocksLoad hooks/load blocks that have been changedout shall be inspected by a qualified inspector9-9Chapter 9Mobile Cranes
DOE-STD-I090-96 (Rev-I)before returning the crane to service. Inspectionrecords shall be retained throughout the servicelife ofthe hook or load block and shall be readilyavailable.9.2.8 Cranes Not in RegularUsea. A crane that has been idle for 1 month ormore but less than 6 months shall be given aninspection according.to the requirements ofSection 9.2.5 before being placed in service.b. A crane that has been idle for more than 6months shall be given a complete inspectionaccording to the requirements ofSection 9.2.6before being placed in service.c. Standby cranes shall be inspected at leastsemiannually, according to the requirements ofSection 9.2.6. Cranes exposed to adverseenvironments should be inspected morefrequently.Chapter 9Mobile Cranes 9-10
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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)11.3 SLINGS1
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DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
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DOE-STD-I090-96 (Rev-I)Table 11-4.
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DOE-STD-1090-96 (Rev-l)Table 11-8.
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DOE-STD-I090-96 (Rev-I)Angle of cho
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DOE-STD-I090-96 (Rev-I)temperatures
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DOE-STD-I090-96 (Rev-!)7. Locate sl
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DOE·STD·I090·96 (Rev-I)q. Never
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DOE-STD-I090-96 (Rev-I)j. Despite t
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DOE·STD·1090-96 (Rev-1)certificat
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DOE-STD-I090-96 (Rev-I)Exhibits I t
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DOE-STD-1090-96 (Rev-l)lNTENTIONALL
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DOE-STD-1090-96 (Rev-l)INTENTIONALL
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DOE-STD-I090-96 (Rev-I)Good and Bad
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12.2 RIGGING HOOKSDOE-STD-I090-96 (
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DOE-STD-I090-96 (Rev-I)2. Heavy ser
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DOE-STD-I090-96 (Rev-I)Typical shac
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DOE-STD-I090-96 (Rev-I)• Shoulder
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12.5 TURNBUCKLESDOE-STD-I090-96 (Re
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12.6 LINKS AND RINGSDOE-STD-I090-96
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DOE-STD-I090-96 (Rev-I)12.7 METAL-P
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DOE-STD-I090-96 (Rev-I)Exhibit I is
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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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