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

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DOE-STD-I090-96 (Rev-I)12.1 GENERALa The information presented in this chapterprovides guidance for safely handling lifted loads.Diagrams are used to illustrate hoisting andrigging principles and good and bad riggingpractices. This is not a rigging textbook; theinformation should be applied only by qualifiedriggers.b. Rigging accessories that have been damagedor removed from service shall be made unusablefor hoisting and rigging operations before beingdiscarded.c. Load tables are representative only and arenot exact for all materials or all manufacturers.d. Determine the weight ofthe load:1. From markings on the load.2. By weighing, ifthe load is still on thetruck or railroad car.3. From drawings or otherdocumentation.4. By calculation, using the loaddimensions and the weights ofcornmon materialsin Table 12-1.e. Determine the center of gravity ofthe load asaccurately as possible:1. From drawings or otherdocumentation.2. From markings on the load.3. Bycalculation.f. Determine the best method to attach the loadand select the lifting devices (e.g., eyebolts orshackles).12.1.1 Inspectionsa. The operator or other designated personshall visually inspect rigging accessories at thebeginning ofeach work shift or prior to use forthe following (records not required):3. Cracks.4. Nicks and gouges.5. Distortion such as bending or twisting.6. Evidence ofheat damage from anycause.b. A designated person shall determine whetherconditions found during the inspection constitute ahazard and whether a more detailed inspection isrequired.c. Rigging accessories having any ofthefollowing conditions shall be removed fromservice:1. Cracks.2. Distortion or deformation exceeding15 percent ofnew conditions.3. Any sign ofincipient failure in shearfor shackle pins.4. Wear exceeding 10 percent oforiginaldimensions.5. Excessive corrosion.6. Shackles not marked according toSection 12.3, "Shackles."7. Heat damage.d. A designated person shall performnondestructive examinations according toapplicable ASTM standards when needed by theresponsible line manager or that person'sauthorized representative.e. A sample load test and inspection form isincluded as Exhibit I at the end ofthis chapter.This form is a sample only and is not intended tobe mandatory.1. Wear.2. Corrosion.12-1Chapter 12Rigging Accessories
----------------------------------------------DOE-STD-I090-96 (Rev-I)Table 12-1. Weights of common materials.WeightweightName of metal (Ib/tr) Name of material (Iblft )Aluminum 166 Bluestone 160Antimony 418 Brick, pressed 150Bismuth 613 Brick, common 125Brass, cast 504 Cement, Portland (packed) 100-120Brass, rolled 523 Cement, Portland (loose) 70-90Copper, cast 550 Cement, slag (packed) 80-100Copper, rolled 555 Cement, slag (loose) 55-75Gold, 24-carat 1,204 Chalk 156Iron, cast 450 Charcoal 15-34Iron, wrought 480 Cinder concrete 110Lead, commercial 712 Clay, ordinary 120-150Mercury, 60 degrees F 846 Coal, hard, solid 93.5Silver 655 Coal, hard, broken 54Steel 490 Coal, 50ft, solid 84Tin, cast 458 Coal, soft, broken 54Uranium 1,163 Coke, loose 23-32Zinc 437 Concrete or stone 140-155Earth, rammed 90-100Name of wood Granite 165-170Gravel 117-125Ash 35 Lime, quick (ground loose) 53Beech 37 Limestone 170Birch 40 Marble 164Cedar 22 Plaster of paris (cast) 80Cherry 30 Sand 90-106Chestnut 26 Sandstone 151Cork 15 Shale 162Cypress 27 Slate 160-180Ebony 71 Terra-cotta 110Elm 30 Traprock 170Fir, Balsam 22 Water 65Hemlock 31Maple, Oak 62Pine, Poplar 30Chapter 12Rigging Accessories 12-2
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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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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-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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