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

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DOE-STD-1090-96 (Rev-1)Table 13-1. Proof test load.Rated load,Proof load (minimum),tons % tons(2,000Ib) kg rated load (2,000Ib) kg0.50 453.6 200 1 907.21 907.2 200 2 1,814.45 4,536 200 10 9,07210 9,072 200 20 18,14415 13,608 200 30 27,21620 18,144 200 40 36,28825 22,680 200 50 45,36030 27,216 200 60 54,43235 31,752 200 70 63,50440 36,288 200 80 72,57645 40,824 200 0 81,64850 45,360 200 100 90,72060 54,432 193 116 105,23575 68,040 183 137 124,286100 90,720 166 166 150,595125 113,400 150 188 170,554150 136,080 133 200 181,440175 158,760 133 233 211,378200 181,440 133 266 241,315250 226,800 133 333 302,098300 272,160 133 399 361,973350 317,520 133 465 421,848400 362,880 133 532 482,630450 408,240 133 598 542,506500 453,600 133 665 603,288Above 500 453,600 133Note: 1 ton (short, 2,000 Ib) =907,2 kgFor hooks with load ratings not shown above, use the next lower load rating for determining the percent ofrated load to be applied.13-5Chapter 13Load Hooks
DOE-STD-1090-96 (Rev-l)13.4 NONDESTRUCTIVE TESTING (NDT) _13.4.1 NDT Requirementsa. For crane and hoist hooks of 10-ton ratedcapacity or greater that are assigned to heavy orsevere service, a qualified inspector shall performan NDT at the following intervals:1. Heavy service: annually.2. Severe service: semiannually.b. A designated person or a qualified inspectorshall perform an NDT for other hooks whendeemed necessary for site-specific reasons.c. Ifvisual examination reveals a surfaceintersecting discontinuity (Le., stress or fatiguecracks), a twist, increased throat opening, or anyother defect, an NDT shall be performed toevaluate the hook further, regardless ofits ratedcapacity or service classification.13.4.2 NOT RecordsDated and signed NDT records, traceable to thehook by a serial number or other identifier, shallbe kept on ftle as long as the hook remains inservice and shall be readily available to appointedpersonnel.13.4.3 NDT Methodsa. Use magnetic-particle testing orliquid-penetrant testing methods to inspect forsurface intersecting discontinuities.b. A qualified inspector or designated personshall perform NDTs in accordance with thefollowing ASTM standards:1. ASTM E-709.2. ASTME-165.c. For magnetic-particle testing, a coil, yoke, orwet technique should be used to eliminate thepossibility ofprod burns or arc strikes.d. Perform an NOT with the hook in placeunless conditions indicate that disassembly forthread or shank inspection is necessary.13.4.4 Acceptance CriteriaA designated person shall document and resolvethe following relevant indications:a. Arc strikes (welding or electrical).b. Surface intersecting discontinuities 0.25 in.long or longer.13.4.5 Discontinuity Removala. Two directions ofdiscontinuity, "P" and"T," are shown on Figures 13-1 and 13-2.Discontinuity "P" parallels the contour ofthehook, is considered nonserious, and does notrequire removal. Discontinuity "T," on the otherhand, is transverse to the contour of the hook andis more serious; when occurring in zones B, C, orD, discontinuity "T' may reduce the longevity ofthe hook.b. Discontinuities may be removed by grindinglongitudinally following the contour ofthe hook toproduce a smooth, gently undulating surface. Inzones B and D, such grinding shall not reduce theoriginal hook dimension by more than 10 percent.Such a reduction will not affect the working loadlimit rating or the ultimate load rating ofthe hook.In zone C, grinding shall not reduce the originaldimension by more than 5 percent.c. Under normal and proper application, zoneA is an unstressed zone. Therefore, it is notrequired that discontinuities in that zone beground out.d. The hook shall be reexamined by performingan NOT after grinding to verify removal ofrelevant discontinuities.Chapter 13Load Hooks 13-6
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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-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-1090-96 (Rev-l)Table 11-1.
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DOE-STD-I090-96 (Rev-I)11.2 WIRE RO
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DOE-STD-I090-96 (Rev-I)11.3 SLINGS1
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DOE-STD-1090-96 (Rev-1)11.3.1.3 Des
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DOE-STD-I090-96 (Rev-I)Table 11-4.
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DOE-STD-I090-96 (Rev-I)Table 11-6.
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DOE-STD-1090-96 (Rev-l)Table 11-8.
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DOE-STD-I090-96 (Rev-I)Angle of cho
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DOE-STD-I090-96 (Rev-I)temperatures
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DOE-STD-I090-96 (Rev-!)7. Locate sl
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DOE-STD-1090-96 (Rev-1)EMERGENCY ST
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DOE-STD-I090-96 (Rev-I)Figure 15-13
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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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