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

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DOE·STD·1090-96 (Rev-l)When legs are notof equal length, usesmaflest H/[ ratioNOTE: Load may be supportedon only 2 legs while 3rd legbalances it. Therefore, ther~uired SWL is determined bythe following:Total Rated Capacity = WLL(of single vertical hitch) x H/L x 2Figure 11-8. Determination of capacity---3-leg bridle sling.When legs are not of equal length,use smanest HlL ratio.NOTE: Load may be carried by only 2 legswhile other 2 legs balance it. Therefore.the required SWL is determined by the .following:Total Rated Capacity =WLL (of singlevertical hitch) x H/L x 2Figure 11-9. Determination of capacity-4-leg bridle sling.11-11Chapter 11Wire Rope and Slings
DOE-STD-I090-96 (Rev-I)Table 11-4. Load capacity of wire-rope slings.Hand tuck splice (IWRC) in pounds Design Factor =5:10 0Iit'1\: :; •_orhRllqs0 ~Basket orDia in inches Vertical Choker two leas Dia in inchesU 1\ *t_·rM>ltp ~ 11,*.. "'twol~ ~1/4 1,100 820 2,200 1,800 1,500 1,100 1/45/16 1,600 1,280 3.200 2,800 2,200 1,600 5/163/8 2,400 1,840 4,800 4,000 3,200 2,400 3/87/16 3,000 2,400 6,000 5,400 4,400 3,000 7/16*4,000 3,200 8,000 6,800 5,600 4,0009/16 5,000 4,000 10,000 8,600 7,000 5,000 9/165/8 6,000 5,000 12,000 10,400 8,400 6,000 5/83/4 8,400 7,200 16,800 14,600 11,800 8,400 3/47/8 11,000 9,600 22,000 19,200 15,600 11,000 7/81 14,000 12,600 28,000 24,000 20,000 14,000 111/8 18,000 15,800 36,000 32,000 26,000 18,000 11/8*11/4 22,000 19,400 44,000 36,000 30,000 22,000 *11/4*13/8 26,000 24,000 52,000 44,000 36,000 26,000 *13/8*1 * 32,000 28,000 64,000 52,000 42,000 32,000 *1 **15/8 36,000 32,000 72,000 62,000 50,000 36,000 *15/8*13/4 42.000 38,000 84,000 70,000 58,000 42,000 *13/4*2 56,000 48,000 112,000 92,000 74,000 58,000 *2*Notes:Wire RooeI6 x 19 and *6 x 37 IPS IWRC(CFR 1910.184/ANSI/ASME 830.9)(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.Chapter 11Wire Rope and Slings 11-12
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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)8.4 MAINTENA
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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 165 and 166: DOE-STD-I090-96 (Rev-I)CAUTIONONLY
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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: DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
Page 191 and 192: DOE-STD-I090-96 (Rev-I)Table 11-6.
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
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Page 227 and 228: DOE-STD-I090-96 (Rev-I)Good and Bad
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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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