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

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DOE-STD-I090-96 (Rev-I)12.8 LOAD-INDICATING DEVICESa. Load-indicating devices are not required inroutine operations where loads ofknown andessentially consistent weight are to behandled.Rather, load-indicating devices are required foruse with loads ofuncertain weight that could bewithin 90-100 percent ofthe rated capacity oftheequipment or maximum working load ofany partofthe tackle. Use load-indicating devices wherethe equipment! tackle configuration could result inbinding or friction ofthe load that could cause agreater stress in the hoist or tackle than wouldresult from the apparent hook load.b. The accuracy ofload-indicating devices shalldepend on the requirements ofthe load systemplanned and shall not restrict the systemrequirements; an accuracy of2 percent offull-scale reading within 10-70 percent ofinstrument range is recommended. The deviceshould be selected so that the estimated hook loadlies between 10 and 70 percent ofthe instrumentrange.c. Dynamometers commonly have designfactors ofless than 5:1. Any combination wherethe safety {actor ofthe dynamometer times thecapacity ofthe dynamometer divided by the loadequals 5 is acceptable.d. When dynamometers are used asload-bearing parts ofrigging, they must beconstructed to provide a measure ofsafety andreliability equal to that ofthe associated rigging,or a safety device must be installed to preventdropping the load in the event ofa failure.12-19Chapter 12Rigging Accessories
DOE-STD-I090-96 (Rev-I)Exhibit I is intended to be a sampleform only and is not mandatory.Any other form that accomplishesthe purpose is acceptable.Chapter 12Rigging Accessories12-20
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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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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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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 261 and 262: DOE-STD-I090-96 (Rev-I)14.2 STRUCTU
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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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Page 285 and 286: DOE·STD·I090-96 (Rev-I)15.2 DEFIN
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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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