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

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DOE-STD-I090-96 (Rev-I)load radius. Follow these requirements to avoidbuckling the boom or tipping:1. Know the radius ofthe load; the radiusis measured from center ofrotation, not from theboom foot pin.2. Always operate within the ratedcapacity ofthe machine.3. The gross capacity includes weight ofhook, block, and any material-handling devices,(i.e., slings, concrete bucket, magnet lifter, etc.);subtract the weight ofall these to fmd the trueweight (net capacity) the crane can handle safely.4. Ratings are based on operating themachine on fIrm, level ground; outriggers shouldbe properly extended and lowered beforeoperation.5. Avoid fast swings, hoists, or suddenbraking; these can cause overloads.6. Do not handle large, heavy loads instrong winds; the wind can catch the load andcreate an unstable condition.b. Test stability before lifting heavy loads.Check outrigger footing. Lift load slightly offtheground and stop. Check the machine formovement and check to be sure the brakes holdwith the load elevated.c. Never use machine stability to determinecapacity.d. Ifthere are any indications of tipping, themachine is already overloaded for that workingradius.e. Do not back crane away from the load whilecarrying a maximum load; this may cause thecrane to tip.f. Always use outriggers when making lifts(with pick-and-carry units), and never lift a loadforward ofthe front outriggers, unless allowed onmanufacturer's load chart.g. Lower outrigger jacks until the tires clear theground, and level the unit to reach the machine'sfull capacity. Recheck and, ifnecessary, resetoutriggers between heavy lifts.h. Always fully extend outrigger beams unlessotherwise specifIed on the manufacturer's loadcharts for the crane.9.5.1.4 Observing Boom-LengthPrecautionsa. Always use the shortest boom possible.b. Make only vertical lifts; never pull the loadsideways.c. Keep speed slow in lifting and loweringloads.d. Swing carefully and slowly, and avoid boomor jib "whipping"; check counterbalanceclearance.e. Do not let the load strike the boom oroutriggers.f. Allow maximum clearance between the hookblock and boom-point sheaves.g. Keep near-capacity loads as close to theground as possible.h. Avoid hitting anything with the boom; anengineering analysis shall be made before puttingthe crane back in service ifthis occurs.9.5.2 Operating Near PowerLines and TransmitterTowersIt is recognized that operating mobile craneswhere they can become electrifIed from electricpower lines is an extremely hazardous practice. Itis advisable to perform the work so there is nopossibility ofthe crane, load line, or loadbecoming a conductive path, (Figure 9-2).The following steps shall be taken to minimize thehazard ofelectrocution or serious injury as a resultofcontact between the energized power lines andthe crane, load line, or load:a. The (electric) Power MarketingAdministrations in DOE may deviate from therequirements ofTable 9-3, providing the work isdone according to line management-approvedprocedures that do not conflict with statutoryregulations or approved variances from theseregulations.b. Any overhead wire shall be considered to bean energized line unless and until the personowning the line or the electrical utility authoritiesindicate that it is not an energized line.9-15Chapter 9Mobile Cranes
DOE-STD-I090-96 (Rev-I)Figure 9-2. Danger zone for cranes and lifted loadsoperating near electrical transmission lineChapter 9Mobile Cranes9-16
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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)Table 11-6.
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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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