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

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DOE-STD-I090-96 (Rev-I)Table 11-7. Load capacity of wire-rope slings.8-part braided rope in pounds Design Factor = 5:1(Ji0~it•I/t s'.A./' '. l ) 45' •J\IBasket or tIlIll~ 11b ~) - ~Dia in inches Vertical Choker two legs Dia in inches~ "Basket or5/8 38,000 28.000 64,000 52.000 38,000 5/8314 54,000 40,000 92,000 76.000 54,000 3/47/8 72,000 54,000 124,000 102,000 72,000 7/81 94,000 70.000 162,000 132.000 94.000 1WireRope/6 x 19 IPS and *7 x 7 GaJvanized Aircraft Grade(CFR 1910. 184/ANSVASME 830.9)Notes:(1) These values only apply when the Old ratio is 25 or greater (choker and basket hitches)o = Diameter of curvature around which the body of the sling is bentd = Diameter of rope(2) Choker hitch values apply only to choke angles greater than 120 degrees._...1Ioo1fgs*1/8 1.900 1,400 3,200 2,600 1,900 *1/8*3/16 4.200 3.000 7.200 5.800 4.200 *3/163/16 3,400 2,600 6,000 4.800 3,400 3/161/4 6.200 4.600 10,600 8.600 6.200 1/45/16 9.600 7.200 16.600 13,400 9.600 5/163/8 13.600 10.200 24.000 19,400 13,600 3/87/16 18.000 13,800 32.000 26.000 18,600 7/16*24,000 18,000 42.000 34.000 24,0009/16 30,000 22.000 52.000 42,000 30,000 9/16*11-15Chapter 11Wire Rope and Slings
DOE-STD-1090-96 (Rev-l)Table 11-8. Load capacity of wire-rope slings.Cable laid grommet-hand tucked in pounds Design Factor =5:1"j ~A~ ~ ~ ~""""Basket orDia in inches Vertical Choker twoleQ 60deQrees 45deQrees 30 degrees Dia in inches*318 2,600 1,900 5,000 4,400 3,600 2,600 *3/8*9/16 5,600 4,200 11,200 9,800 8,000 5,600 *9/16*5/8 7,800 6,000 15,800 13,600 11,200 6,800 *5/83/4 10,200 7,600 20,000 17,600 14,400 10,200 3/415/16 15,800 11,800 32,000 28,000 22,000 15,800 15/1611/8 22,000 16,800 44,000 38,000 32,000 22,000 11/815/16 30,000 22,000 60,000 52,000 42,000 30,000 15/161~ 38,000 28,000 78,000 66,000 54,000 38,000 1~1 11/16 48,000 36,000 98,000 84,000 68,000 48,000 1 11/1617/8 60,000 44,000 120,000 104,000 84,000 60,000 17/821/4 84,000 62,000 168,000 146,000 118,000 84,000 21/425/8 112,000 84,000 224,000 194,000 158,000 112,000 25/83 144,000 108,000 286,000 248,000 202,000 144,000 3Notes:Wire Rope/*7 x 6 x 7 and 7 x 6 x 19/PS IWRC(1) These values only apply when the D/d ratio is 10 or greater (choker and basket hitches)o=Diameter of curvature around which the body of the sling is bentd = Diameter of rope(2) Choker hitch values apply only to choke angles greater than 120 degrees.(CFR 1910. 184/ANSVASME 830.9)Chapter 11Wire Rope and Slings 11-16
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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)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)EXHIBIT I (c
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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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Page 185 and 186: DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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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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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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