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

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DOE-STD-I090-96 (Rev-I)Table 11-5. Load capacity of wire-rope slings.Hand tuck splice (Fiber Core) in pounds Design Factor = 5:1Dia in inches(')oVerticalChokerI I~ ~~* I\~: j .U60' 6'---""1 I---"'~Basket ortwo legsDia in inches1/49807601,9601,7001,4009801/45/161,5001,2003,0402,6002,2001,50051163/82,2001,7004,4003,6003,0002,2003/87/162,8002,4005,6005,0004,0002,8007/163,6003,0007,2006,4005,2003,60091164,6003,8009,2008,0006,4004,6009/165185,6004,60011,2009,6008,0005,6005/83/47,8006,60015,60013,60011,0007,8003/47/810,4009,00020,80017,80014,60010,4007/813,40011,80026,80022,00018,80013,40011/816,80014,80033,60028,00024,00016,8001 118*11/420,00018,00040,00034,00028,00020,000*11/4*13/824,00022,00048,00042,00034,00024,000*13/830,00026,00060,00052,00042,00030,000*11h*15/834,00030,00068,00058,00048,00034,000*15/8*13/4.40,00034,00080,00070,00056,00040,000*13/452,00044,000104,000 90,000 74,00052,000*2Wire R0Pe/6 x 19 and *6 x 37 IPS FC(CFR 1910. 1841ANSIIASME 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.11-13Chapter 11Wire Rope and Slings
DOE-STD-I090-96 (Rev-I)Table 11-6. Load capacity of wire-rope slings.Mechanical splice (IWRC) in pounds Design Factor = 5:1l) ~( )Ig+.!~Dia in inches Vertical Choker two leas Dia in inchesBasket or~30'_
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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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Page 151 and 152: DOE-STD-I090-96 (Rev-I)RETRACT 800M
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Page 177 and 178: DOE-STD-I090-96 (Rev-I)INTENTIONALL
Page 179 and 180: DOE-STD-1090-96 (Rev-l)Table 11-1.
Page 181 and 182: DOE-STD-I090-96 (Rev-I)11.2 WIRE RO
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Page 185 and 186: DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
Page 187 and 188: DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
Page 189: DOE-STD-I090-96 (Rev-I)Table 11-4.
Page 193 and 194: DOE-STD-1090-96 (Rev-l)Table 11-8.
Page 195 and 196: DOE-STD-I090-96 (Rev-I)Angle of cho
Page 197 and 198: DOE-STD-I090-96 (Rev-I)temperatures
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Page 205 and 206: DOE-STD-I090-96 (Rev-I)Table 11-13.
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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)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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