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

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DOE-STD-I090-96 (Rev-I)Table 11-15. Load capacity of synthetic web slings in pounds Design Factor = 5:1(eye and eye, twisted eye, triangle fittings, choker fittings)~ ~ u ~i. ,I~ ~width Basket or widthWeb.~ l~'""'!{):;(in.) Vertical Choker two legs (in.)Nylon Single Ply Web Slings (9.000 Ib/in. material)1 1600 1.280 3,200 2.nO 2,260 1,600 12 3.200 2.560 6,400 5.540 4,520 3.200 23 4.800 3.840 9,600 8.320 6.780 4,800 34 6.400 5,120 12,800 11,090 9,040 6,400 45 8,000 6,400 16,000 13,860 11,300 8,000 56 9,600 7,680 19.200 16,640 13,560 9,600 6Nylon Double Ply Web Slinas 19,000 Iblin. materiall1 3,200 2.560 6,400 5.540 4,520 3,200 12 6,400 5,120 12,800 11,090 9,040 6,400 23 8.880 7.100 17,760 15,390 12,540 8.880 34 11,520 9,210 23,040 19,660 16,270 11,520 45 14,000 11,200 28,000 24,260 19,n5 14,000 56 16,320 13.050 32,640 28,280 23,050 16,320 6(2) Follow manufacturer's capacities, they vary from manufacturer to manufacturer.Web(CFR 1910. 184/ANSI/ASME 830.9)(1) For an endless sling with vertical hitch carrying a load of such size as to throw the legs more than 5 deg. off vertical use rated loaddatafor eye and eye sling, basket hitch and corresponding leg angles.(3) Choker hitch values apply only to choke angles greater than 120 degrees.11-35Chapter 11Wire Rope and Slings
DOE·STD·1090-96 (Rev-1)certification by the manufacturer or a pull testcertified by a qualified person is acceptable.11.3.5.3 OperationThe following shall apply to all personnel who usesynthetic-web slings:a. Determine the weight ofthe load.l...-_I!.!..!ft;,'2 sling angle is too,u:Iow=-----,the webcan tear here.Figure 11-20. Effect of low sling angle.d. Slings shall be removed from service ifanyofthe following defects are visible:1. Acid or caustic burns.2. Melting or charring ofany part ofthesurface.3. Snags, punctures, tears, or cuts.4. Broken or worn stitches.5. Wear or elongation exceeding theamount recOmmended bymanufacturers.6. Distortion offittings.A sample periodic inspection form is included asExhibit III at the end ofthis section. This form isintended to be a sample only and is not intended tobe mandatory.11.3.5.2 Proof-Testinga. When specified by the purchaser, webslings ofall types shall be certified as having beenproof-tested prior to initial use.1. The proofload for single-leg slingsand endless slings shall be 200 percent ofthevertical rated capacity.2. The proofload for multiple-leg bridleslings shall be applied to the individual legs andshall be 200 percent of the vertical rated capacityofa single-leg sling. Master links to whichmultiple-leg slings are connected shall beproof-loaded to 200 percent times the forceapplied by the combined legs.b. Test loads shall be accurate to within-5 percent, +0 percent ofstipulated values. Eitherb. Select a sling having suitable characteristicsfor the type ofload, hitch, and environment.c. Ensure that slings with end fittings that areused in a choker hitch have sufficient length sothat the choking action is on the body of the sling.d. In slings used in a basket hitch, balance theload to prevent slippage.e. Do not drag slings across the floor or overany abrasive surface.f. Do not twist or tie slings into knots.g. Protect slings from being cut by sharpcomers, sharp edges, and highly abrasive surfaces.h. Do not pull slings from under loads when aload is resting on a sling.i. Do not use synthetic-web slings to lift loadsin excess of the rated capacity, properly deratedfor other than straight-pull configuration.j. Store synthetic-web slings to preventmechanical or chemical damage.k. Do not use nylon slings where acidconditions exist.1. Do not use polyester and polypropyleneslings where caustic conditions exist.m. Do not use polyester and nylon slings attemperatures in excess of 180 degrees F (82degrees C), nor polypropylene slings at greaterthan 200 degrees F (93 degrees C).n. Do not use aluminum fittings where acid orcaustic fumes, vapors, sprays, mists or liquids arepresent.o. Ensure that each sling is permanentlymarked to show:1. Name or trademark ofmanufacturer.Chapter 11Wire Rope and Slings 11-36
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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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Page 185 and 186: DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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Page 189 and 190: DOE-STD-I090-96 (Rev-I)Table 11-4.
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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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