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

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DOE-STD-I090-96 (Rev-I)9.1 GENERALThis chapter applies to commercial truck-mountedcranes; crawler cranes; locomotive cranes;wheel-mounted cranes, multiple control stations;wheel-mounted cranes, single control station; andany variation that retains the same fundamentalcharacteristics. These cranes have asuperstructure capable ofrotating 360 degreesmounted on a carrier and have boom raising andlowering capabilities.9.1.1Operators ofmobile cranes shall be trained andqualified as required in Chapter 6, "PersonnelQualification and Training."9.1.2OperatorTraining/QualificationLoad Limitsa. Since the load rating for mobile cranes maybe based on stability and hydraulic or structuralcompetence, load ratings established by themanufacturers shall not be exceeded in operationalapplication.b. No crane shall be loaded beyond its ratedcapacity, except for load test purposes asdescribed in Section 9.3, "Testing."c. When loads are to behandled that arelimited byhydraulic or structural competencerather than by stability, the appointed person shallensure that the weight of a load approaching ratedcapacity has been determined within -10 percent,+0 percent before it is lifted.9.1.3Load Rating Charta. A durable rating chart with legible lettersand figures shall beprovided with each crane andattached in a location accessible to the operatorwhile at the controls. See Table 9-1 for a sampleload rating chart. The data and information to beprovided on these charts shall include, but not belimited to, the following:1. A full and complete range ofmanufacturer's crane load ratings at all statedoperating radii, boom angles, work areas, and allstated boom lengths and configurations, jiblengths and angles (or offset), as well as alternateratings for use and nonuse ofoptional equipmenton the crane, such as outriggers and extracounterweights, that affect ratings.2. A work area chart for which capacitiesare listed in the load rating chart (see sample inFigure 9-1).3. Where ratings are limited bystructural, hydraulic, or factors other thanstability, the limitations shall be shown andemphasized on the rating charts.4. In areas where no load is to behandled, the work area figure and load rating chartshall state that information.5. Recommended reeving for the hoistlines shall be shown.b. In addition to the data required on the loadrating chart, the following information shall beshown either on the rating chart or in the operatingmanual:1. Recommended parts ofthe hoistreeving, and size and type ofrope for variouscrane loads.2. Recommended boom hoist reevingdiagram, where applicable; size, type, and lengthofrope.3. Tire pressure, where applicable.4. Cautionary or warning notes relative tolimitations on equipment and operatingprocedures, including indication ofthe least stabledirection.5. Position ofthe gantry andrequirements for intermediate boom suspension,where applicable.6. Instructions for boom erection andconditions under which the boom, orboom and jibcombinations, may beraised or lowered.7. Whether the hoist-holding mechanismis automatically controlled or manually controlled,whether free-fall is available, and whether anycombination ofthose exists.8. The maximum telescopic travel lengthofeach boom telescopic section.9. Whether sections are telescoped withpower or manually.9-1Chapter 9Mobile Cranes
DOE-STD-I090-96 (Rev-I)Table 9-1. Sample load rating chart.This table is an example of the type of load rating chart that should be included in each crane.M .anitowoc Mode13900 Liftcrane xtra- ea\y 8oomWorking 50' 60' 70' 80' 90' 100' 120' 140'radiusIbs.12 120000 12000014 111200 110800 10900016 104200 103600 102700 100000 9500018 97800 97400 97000 96600 92500 9000020 93200 92400 91600 90600 89600 86000 8300022 87800 86800 85800 84800 83800 82800 8000024 83400 81200 80300 79400 78700 77800 75200 6650026 75900 ID.ill! 74700 73900 73200 72600 70500 6310028 68100 67700 67300 66900 66400 65800 64000 5980030 61700 61300 60900 60500 60000 59400 58500 5640032 56500 56100 55700 55300 54800 54200 53300 5230034 52000 51600 51200 50800 50300 49700 48800 4780036 48100 47700 47300 46900 46400 45800 44900 4390038 44700 44300 43900 43500 43000 42400 41500 4050040 41700 41300 40900 40500 40000 39400 38500 3750042 39100 38700 38300 37900 37400 36800 35900 3490044 36800 36400 36000 35600 35100 34500 33600 3260046 34700 34300 33900 33500 33000 32400 31500 3050048 32900 32500 32100 31700 31200 30600 29700 2870050 31200 30800 30400 30000 29500 28900 28000 2700052 29300 28900 28500 28000 27400 26500 2550054 27900 27500 27100 26600 26000 25100 2410056 26500 26100 25700 25200 24600 23700 2270058 25300 24900 24500 24000 23400 22500 2150060 24200 23800 23400 22900 22300 21400 2040065, 21300 20900 20400 19800 18900 1790070 19300 18900 18400 17800 16900 1590075 17100 16600 16000 15100 14100BO 15700 15200 14600 13700 1270085 13900 13300 12400 1140090 12700 12100 11200 1020095 11 100 10200 9200100 10200 9300 8300110 6800 5600120 4500 3840NOTES:a. Above ratings are maximum recommended working loads. Loads between solid lines are computed at 75% oftipping load across treads; with machine on firm, level ground. Loads outside solid lines are limited by strength of boom.b. For booms 80 ft and longer, use cambered center section; for booms 100 ft and longer, use deep section inserts.EHChapter 9Mobile Cranes 9-2
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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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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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DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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DOE-STD-1090-96 (Rev-l)Table 11-8.
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DOE-STD-I090-96 (Rev-I)temperatures
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DOE·STD·1090-96 (Rev-1)certificat
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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)Typical shac
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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-I090-96 (Rev-I)14.2.7 Maint
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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)ASME B56.7,
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