Pop PDF - CraneTraderOnline€¦ · AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In Pounds ... 60 ~9.9 9,310 11,540 38 ... BOOM HOIST LINE is …

"1..",

AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In PoundsWilmington, North Carolina 28412 46" Standard Boom

33,600 Pound Counterweight

'I BOOM SIDE FRAMES SIDE FRAMES FROM BOOM POINT lBOOM RADIUS ANGLE RETRACTED EXTENDED TO GROUND '!~",1;:i',~';'

LENGTH ( FEET) ( DEGREES) ( POUNDS) ( POUNDS) ( FEET ) ~~%'.i~\i~~~'

"~'il~;C&;l;'~;I 90' I 75 37.5 6,340 8,050 60 ""'-'~~:,Jt~~(27.4M) 80 32.0 5,720 7,300 53 ~1\;~};~

I BOOM I 85 25.3 5,170 6,640 44 ,i", I 90 16.4 4,690 --6,060 31 ",~

95' I 19 80.7 54,620 99(29.0M) 20 80.1 ~ 50,560 99

BOOM 25 77.0 28 90 36,610 9830 73.9 ,580 28,430 9635 70.7 8,400 23,040 9540 67.515,390 19,230 9345 64.2 13,120 16,390 9150 60.8 11,340 14,190 8855 5/.3 9,920 12,430 8560 53.6 8,750 11,000 8265 /J.-9..8 7,770 9,810 \ 78

.70 45.7 6,940. 8,800 7375 41.3 6,230 7,940 68

.80 36.5 5,600 7,190 62C 85 31.1 5,060 6,530 54

; 90 24.6 4,570 5,950 4595 15.9 4,140 ~5,430 31..

100' 20 80.6 50,520 I 104(30.5M) 25 77.7 28,740 36,560 103

BOOM 30 74.7 22,530 28,380 10235 71.7 18,350 22,990 10040 68.7 15,330 19,170 9845 65.6 13,060 16,330 9650 62.4 11,290 14,130 9455 59.1 -9,860 12,380 9160 55.7 8,690 10,940 8865 52.2 7,720 9,750 8470 48.4 6,890 8,750 8075 44.5 6,170 7,880 7580 40.2 5,550 7,130 7085 35.6 5,010 6,480 6390 30.3 4,520 5,900 5695 24,0 4,090 5,390 46

100 15.5 3,700 4,920 32

105' 21 80.5 46,910 109(32.0M) 25 78.3 28,630 36,470 108

BOOM 30 75.5 22,420 28,280 10735 72.6 18,230 22,890 10540 69.7 15,220 19,070 10445 66.8 12,950 16,230 102

~ -""",",,,

~Printed In U.S.A; Page 4 of 12 12:01 PM -6/13/94 I SHEEr 5299.14 I

Rev 3 (CEL) GS13804 -"~~,:i:I:-

View thousands of Crane Specifications on FreeCraneSpecs.comView thousands of Crane Specifications on FreeCraneSpecs.com

'. ,;.:.. -...

~'-- [



BOOM SIDE FRAMES SIDE FRAMES FROM BOOM POINTBOOM RADIUS ANGLE RETRACTED EXTENDED TO GROUND

LENGTH (~) (DEGREES) (POUNDS) (POUNDS) (FEET)

80' 17 80.4 65,100 84(24.4M) 20 78.2 50,790 83

BOOM 25 74.5 36,870 8230 70.8 22,880 28,700 8135 66.9 18,710 23,330 7940 63.0 15,700 19,520 7645 58.9 13,430 16,680 7450 54.6 11,660 14,490 7055 50.1 10,230 12,730 6660 45.2 9,060 11,300 6265 39.9 8,090 10,110 5670 34.0 7,250 9,100 5075 26.9 6,540 8,240 4180 17.4 5,910 7,490 29

85.' 17 $1.0 .65,030 89 .(25.9M) 20 78.9 50,710 89

BOOM 25 75.4 28,970 36,780 87C 30 71.9 22,770 28,600 86

35 68.3 18,590 23,220 8440 64.7 15,590 19,410 8245 60.9 13,320 16,589 7950 57.0 11,540 14,380 7655 52.8 10,120 12,620 73

! 60 48.5 8,950 11,190 69I 65 43.8 7,970 10,000 64

70 38.7 7,140 8,990 5875 32.9 6,420 8,130 5180 26.1 5,800 7,380 4285 16.85,250 6,720 30

90' 18 80.8 58,420 94(27.4M) 20 79.5 50,650 94

BOOM 25 76.3 28,900 36,710 9330 73.0 22,690 28,530 9135 69.6 18,510 23,150 9040 66.2 15,500 19,340 8745 62.7 13,230 16,500 ~ 85

50 59.0 11,460 14,300 8255 55.2 10,040 12,540 7960 51.2 8,870 11,110 7565 47.0 7,890 9,920 7170 42.5 7,060 8,910 66

~

Printed In U.S.A. Page 3 of 12 ~~~~ ~~El~/13/94 GS13804 !__:~-_:~::~~~-_!


" / ,

AMERICAN CRANE CORPORATION Model 5299 Crawler Crane. Ratings In PoundsWilmington, North Carolina 28412 46" Standard' Boom

C 33,600 Pound Counterweight

I I I BOOM SIDE FRAMES I SIDE FRAMES FROM BOOM POINTBOOM RADIUS ANGLE RETRACTED EXTENDED TO GROUND

I LENGTH I (FEET) I (DEGREES) (POUNDS) I (POUNDS) (FEET)

60' 45 I 46.4 13,790 17,020 49(18.3M) 50 39.4 12,020 14,830 43

BOOM 55 I 31.1 10,590 13,070 3660 20.1 I 9,420 11,640 26

c

65' 14 I 80.8 89,990 69

(19.8M) 15 79.9 76,950 69

BOOM 20 75.4 50,970 6825 70.8 37,070 6730 66.1 23,120 28,920 6535 61.2 18,950 23,550 6240 56.0 15,940 19,750 5945 50.5 13,680 16,920 55

I 50 4'4.5 11,900 14,720 51I 55 37.8 10,480 12,970 45

60 ~9.9 9,310 11,540 38.65 19.3 8,320. 10,340 27

70' 15 80.7 79,920 74C (21.3M) 20 76.5 50,920 73

! BOOM 25 72.2 37,020 7230 67.9 23,050 ~,8,85,O 7035 63.4 18,880 23,490 6840 58.7 15,870 19,680 6545 53.8 13,610 16,850 6250 48.5 11,830 14,650 5855 42.8 10,410 12,900 5360 36.4 '9,240 11,470 4765 28.8 8,26010,280 39 i70 18.6 7,420 9,270 27 .!

1-.; 75' 16 80.5 I 71,780 79

(22.9M) 20 77.4 I 50,830 78BOOM 25 73.5 36,920 77

30 69.4 22,940 28,750 7535 65.3 18,760 23,380 7340 61.0 15,760 19,580 7145 56.5 13,490 16,740 6850 51.8 11,720 14,540 6455 46.8 10,290 12,790 6060 41.3 9,120 11,360 5565 35.1 8,140 10,170 48: 70 27.8 7,310 9,160 4075 17.9 6,590 8,290 28!

CPrinted In U.S.A. Page 2 of 12 ~~:~~ ~~EL~/13/94 GS13804 !__:~--~~::~:~-_!

""~,,;, ,r


..1AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In PoundsWilmington, North Carolina 28412 ,:5' 46" Standard Boom


BOOM SIDE FRAMES SIDE FRAMES FROM BOOM POINTBOOM RADIUS ANGLE RETRACTED EXTENDED TO GROUND

LENGTH. ( FEET) ( DEGREES) ( POUNDS) ( POUNDS) ( FEET)

115' 90 41.3 4,200 5,590 81(35.1M) 95 37.4 3,770 5,080 75

BOOM 100 33.1 3,390 4,620 68,105 28.2 3,040 4,200 59110 22.4' 2,720 3,820 49115 j 14.5 2,430 3,480 34

120' 23 80.7 31,790 41,850 124(36.6M) 25 79.7 28,370 36,230 123

BOOM 30 77.3 22,150 28,020 12235 74.8 17,960 22,620 12140 72.4 14,940 18,800 12045 69.8 12,670 15;950 11850 67.3 10,890 13,750 11655 64.7 9,460 11,990 11460 ,62.0 8,290 10,560 111

.65 59.2 7,310. 9,360 10870 56.4 6,480 8,350 10575 53.5 5;770 7,490 10280 50.5 5,150 6,740 9885 47.3 4,610 6,090 9390 44.0 4,120 ".5,510 8895 40.4 3,700' 5,00'0 83

100 36.6 3,310 4,540 77105 32.4 2,960 4,120 69110 27.6 2,650 3,750 61115 21.9 2,360 3,400 50120 14.2 2,090 3,090 35

125' 24 80.6 29,890 38,330 128(38.1M) 25 80.2 -28,260 36,140 128

BOOM 30 77.8 22,040 27,930 12735 75.5 17,840 22,520 12640 73.1 14,830 18,700 12545 70.7 12,550 15,850 12350 68.2 10,780 13,640 12155 65.7 9,350 11,880 11960 63.2 8,180 10,440 11765 60.6 7,200 9,250 11470 57.9 6,370 8,240 11175 55.2 5,650 7,380 10880 52.3 5,030 6,630 10485 49.4 4,490 5,980 10090 46.3 4,010 5,400 9695 43.0 3,580 4,890 90

100 39.6 3,200 4,430 85105 35.8 2,850 4,010 78

(

Printed In U.S.A. Page 6 of 12 12:01 PM -6/13/94 I SHEET 5299.14 I

Rev 3 (CEL) GS13804 w.;;;;';...;-F


'. .



~I BOOM SIDE FRAMES SIDE FRAMES FROM BOOM POINT

BOOM RADIUS ANGLE RETRACTED EXTENDED TO GROUNDI LENGTH ( FEET) ( DEGREES) ( POUNDS) (POUNDS) ( FEET)

I 135' 115 34.4 2,040 3,090 81(41.IM) 120 30.5 1,770 2,780 74

BOOM 125 26.0 1,530 2,490 64130 20.6 1,310 2,220 53135 13.4 1,100 1,980 36

140' I 26 80.8 26,520 33,930 I 143

( 42.7M) 30 79.2 21,770 27,670 143BOOM 35 77.1 17,570 22,260 142

40 74.9 14,550 18,430 14045 72.8 12,270 15,580 13950 70.7 10,490 13,370 13755 I 68.5 9,070 11,610 13560 66.3 7,890 10,170 13365 64.0 6,910 8,970 13170 j1.7 6,080 7,960 12875 59.4 5,370 7,100 126

.80 57.0 4,750' 6,350 12285 54.5 4,210 5,700 119

/' 90 51.9 3,720 5,120 115( 95 49.3 3,300 4,610 111

100 46.5 2,910 .,4,150 107105 43.6 2,570 '3,730 102110 40.6 2,250 3,360 96115 37.3 1,960 3,020 90120 33.8 1,700 2,710 83125 29.9 1,460 2,420. 75130 25.51,240 2,150 65135 20.2 1,030 1,910 54140 13.1 1,680 37

145' 27 80.7 25,070 32,060 148(44.2M) 30 79.5 21,660 27,580 148

BOOM 35 77.5 17,460 22,160 14740 75.5 14,440 18,330 146 .;45 73.4 12,160 15,470 144 ~7i;:50 71.4 10,380 13,260 143 E;;',,~:~~.;.:55 69.3 8,950 11,500 14160 67.1 7,780 10,060 13965 65.0 6,800 8,860 1,3770 62.8 5,970 7,850 13475 60.5 5,250 6,990 13180 58.2 4,630 6,240 12885 55.9 4,090 5,580 12590 53.5 3,610 5,010 122

I 95 I 51.0 3,180 4,490 118100 48.4 2,800 4,030 114

CPrinted In U.S.A, Page 8 of 12 12:01 PM -6/13/94 I SHEEr 5299.14 I

Rev 3 (GEL) GS13804 ,, ~-

~


~ ;~ "" " ~c,"" '.:j~':\~~ .

.AMERICAN CRANE COR PORA TION Model 5299 Crawler Crane -Ratings In PoundsWilmington, North Carolina 28412 46" Standard Boom

, 33,600 Pound Counterweight

C

BOOM HOIST LINE is 10 parts of .625-inch diameter 6x26, WS, RRL, P, IWRC. EIPS wire rope with aminimum breaking strength of not less than 41,200 pounds.

BOOM PENDANT SUSPENSION is 2 pans of 1.125 inch diameter MONOLA Y wire rope with a minimumbreaking strength of not less than 140,600 pounds.

MAIN LOAD LINE is .875-inch diameter 6X25, FW, RRL, P, IWRC, IPS high strength wire rope with aminimum breaking strength of not less than 69,200 pounds.

See separate sheet for No.6 or No. 7HL Jib Ratings.

, MAXIMUM BOOM & JIB SELF-ERECTION DATA

OVER THE END OVER THE SIDEBOOM JIB BOOM JIB

LENGTH LENGTH LENGTH LENGTH--150' 20'

#6 JIB "150' 40' 145' 30'--140' 40'

..;. --150' 0'.#7HL JIB 150' 50' .145 30'

--140' 50'

"

MAXIMUM LIFTING MINIMUM MAXIMUM HOISTING DIST ANCE*CAPACITY -LBS. PARTS OF LINE MAIN -R.H. AUX. -L.H.

100,000 6 ,138' 66'98,800 5 165" 80'79,000 4 205' 100'59,300 3 276' 133'39,500 2 -' 415' 200'

19,700 1 830' 400'

* The "MAXIMUM HOISTING DISTANCE" listed above is for machines equipped with standard lift

laggings. For machines equipped with other than standard lift laggings, consult factory for information.

~~;

CPrinted In U.S.A. Page 11 of 12 12:01 PM -6/13/94 I SHEET 5299.14 I

Rev 3 (CEL) GS13804 f-~-::-


"1.'

-.,AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In PoundsWilmington, North Carolina 28412 46" Standard Boom

C 33,600 Pound Counterweight

I.~ W ARNINGI

This rating chart is invalid if the crane has been modified or altered by use of other than GENUINEAMERICAN PARTS as such modifications or alterations may affect its capacity or safe operation. SeeAmerican Crane Corporation Service Bulletin #259.

Ratings in this chart are in POUNDS and do not exceed the percentage of tipping specified for this craneby ANSI B30.5. All ratings require that the crane be standing level on a firm uniformly supporting surface.

Do not lift loads in excess of those shown on this chart. Lifting loads in excess of those shown oroperation not in accordance with good operating practice, including limitations shown on page 3499 ofOperator's Manual, can cause tipping, structural damage or catastrophic failure.

" RADIUS IN FEET" is the horizof1tal distance at ground level from the crane centerline of rotation to a

vertical line through the center of gravity of the suspended load.

When using the main boom fall with jib in place, the main fall ratings must be reduced by the jib effectiveweight shown on the jib rating chart plus twice the weight .of all suspended blocks, slings, rope, etc., at thejib fall. See Appendix A.

. C When using the main boom fall with boom tip extension in place, the main fall ratings must be reduced bythe weight of the boom tip extension plus twice the weight of all suspended blocks, slings, rope, etc., atthe boom tip extension fall. See Appendix A. "

Blocks, slings, buckets and other load carrying devices are considered part of the load. The weight ofstandard hoisting ropes for the rating at a given radius has been calculated as part of the boom point loadand need not be considered in determining net allowable loads. See Appendix A.

This chart was developed exclusively for use with a boom only. Under no circumstances are these ratings

to be interpreted for use with a jib.

Ratings shown on this chart make no allowance for such factors as out of plumb loads, wind, poor soilconditions, improper inflation of rubber tires and dynamic effects due to excessive operating speeds. Theuser (operator) must exercise judgement to make allowance for these conditions. See page 3499 ofOperator's Manual for detailed information. '

No account is taken of the wind force on the load. This effect, which can be substantial for loads with largesurface areas, must be considered by the user. In any wind it is strongly recommended that taglines be

used to control the load.

Combinations of boom or boom and jib with a total length exceeding 350' can be operated at full ratedcapacity only in wind speeds of 15 MPH or less. If lifts are to be performed in winds between 15 MPH and25 MPH, ratings must be reduced 10%. No operation of the above combinations should be attempted inwind speeds over 25 MPH. The above limitations do not take into account loads with excessive surface

area which are not restrained by tag lines.

C;Printed In U.S.A. Page 10 of 12 12:01 PM .6/13/94 I SHERr 5299.14 I

Rev 3 (CEL) GS13804 ~ ~


, ~..i

..

, -FT RATINGS (cont.)Avlln 465 Angle Chord Boom and "G.H-J" Counterweight (33,600 Lbs.)

Be- nodlul Bftftm Side Side Ft F,ftm Min. Bnftm n.oIiul Rnom Sf,," SloI, Ft Fr- I MI,lon,.h In Anp, F,om" F,'m" Rftnm toed llnJlh In A"~, F""," Frlln" B08m lftd I'IFoll1 Fiol nO"," no',oc'od E.llnotld Point lino (Fofl) Fowl Do,,"" no.r..tod ~.'endod r'lnl lIn,

28 80.7 23750 303010 153 2 90 501.9 3510 4910 128 I30 79.9 21570 27490 153 2 100 50.0 2700 39010 120 135 77.9 17370 22070 152 2 110 401.8 2040 3150 111 1

150 40 76.0 14350 16240 151 1 150 120 39.1 1490 2500 100 1leel 50 72.0 10290 13170 1018 I leet 130 32.6 1030 1950 86 1

60 67.9 7600 9970 144 1 conI. 140 24.6 -1480 68 170 63.7 5870 7760 140 1 150 12.7 -1070 38 180 59.4 01540. 6140 134 1 .

DUTY CYCLE RATINGS 5299.14

With 465 Angle Chord Boom and "G" Counterweight (16,700 Lbs.)

Rftnm n.oIllIl B08m Sid, Sid, FI. From 080m Redid' 9nnm Siolo Sid, 0 tv CYf:! n I FI. Froml.nqth In An;e Fremll F,om.. Duty Cycll notl", Rn.m llnllh '" A".I Frem" F,.m" U .It nil Renm

IF"" F'II 0"'0" nolr d E...ndod Clomlhotl Ore,i"o M"nfl Polnl (Fe'll Fo'l Oe,ro" nelrocl,d E.ro""od Cllmlholl Oro"in, Mo,n'l rolnl

10 80.9 81070 1001100 14000 12000 11700 45 18 80.8 31670 42850 141100 --9412 77.9 59290 87100 14000 12000 11700 44 20 79.5 27240 36410 14000 --9415 73.5 420011 58080 14000 12000 11700 44 25 76.3 19940 26100 14000 --93

40 20 65.9 27940 36950 14000 12000 11700 42 30 73.0 15400 20170 14000 --91le~t 25 57.7 206!J0 21;830 14000 12000 11700 39 35 69.6 12460 16220 14000 --90

30 40.8 162711 20880 14000 12000 11700 35 .40 66.2 10320 13430 11950 --0735 30.4 13290 11;960 14000 12000 11700 30 90 45 62.6 8690 11340 10100 --0540 24.7 11130 14100 12630 12000 11700 22 lett 50 59.0 7410 9720 0660 --8212 00.4 59240 87150 141100 12000 11700 54 55 55.2 6390 8430 7510 --7915 76.9 41910 58050 14000 12000 11700 54 60 51.2 5550 73nO 6570 --75

I 20 709 27820 36870 14000 12000 11700 52 115 47.{) 4840 6510 5790 --7170 42.5 4240 5760 513{) --G6

50 25 64.7 205GO 267~0 14000 12000 11700 50 75 37.5 3730 5130 4570 --GOIfft 30 58.2 16130 207:10 14000 12000 11700 40 80 32.{) 3700 4590 4070 --53

35 51.2 13140 16030 14000 12000 11700 44 95 253 2880 40!J0 3640 --4440 43.01 109!J0 14050 1'1510 12000 11700 39 90 IG'4 21:30 3680 3260 --31 I"45 34.2 ~3GO 1197{) 1 ()6G{) 1197{) 10660 33 .:I

50 22.{) ROO{) 103G{) 9220 1036{) 922{) 24

14 80.1 46~30 6539{) 140{){) 12000 11700 64 20 611.6 27090 3620{) 14000 --10415 79.1 418511 580311 14000 12000 11700 64 25 77.7 197RO 26040 1400{) --10320 741 27730 36810 140{)0 12000 11700 63 30 74.7 15320 20020 14000 --1{)225 69.2 204110 261i40 14000 12000 11700 iiI 35 71.7 1231{) 16{)70 14000 --100

60 30 63.9 16020 20660 14000 12000 11700 59 40 68.7 10150 132110 11810 --98left 35 58.5 13030 16730 14000 12000 11700 56 45 65.6 8520 11180 9!J50 --!J6

40 52.7 10070 13940 12-110 12000 11700 53 50 Ii 2." 72~" 9560 8510 --9"45 46.4 9240 11860 10560 11860 10560 49 100 55 59.1 6220 8270 7360 --!II50 3!1.-1 7970 10250 9130 1 {)250 9130 43 left 60 55.7 5370 7220 6420 --8855 31.1 6940 8970 7980 8970 7980 36 .65 52.2 01670 6340 56-10 --8-160 20.1 6100 7910 7040 7910 70"0 26 70 48.4 4070 5600 "!l80 --.8015 80.7 ~1710 57950 14000 1'1000 11700 74 75 44.5 3660 -1960 4"2{) -~ 7520 76.5 27570 36600 14000 12000 11700 73 90 40.2 3110 4-11" 3~30 --7025 721 20290 26-190 14000 12000 11700 72 95 35.1i 2720 3930 3.100 --G330 679 15840 20500 14000 12000 11700 70 90 30.3 2370 3500 3120 --56

.I 95 24.0 2050 3170 2780 --4635 63.4 12850 IG56" 14000 12000 11700 68 .100 155 1770 2780 2470 --3270 40 .59.7 10(;!J(1 13770 12260 12000 11700 G5 .

lee I 45 53.0' 9060 11690 10"10 11690 10~10 62 i50 ~R.5 77!J0 10080 0970 10080 8970 58 : 21 8Q9 25100 335-10 14000 --11455 42.8 67GO 8790 7R30 87!J0 7830 53 25 79.8 19590 25870 14000 --11360 36." 5920 77"0 6R90 77-10 6890 47 30 7(;.1 15120 190010 14000 --11265 20.0 5210 11860 6110 6860 6110 39 35 73.4 12120 15800 14000 --11170 10.6 4610 6120 5-150 6120 5-150 27 -10 70.7 9950 13090 11640 --10917 BO.4 34570 017050 14000 --84 45 67.9 8320 10!J80 9780 --10720 78.2 27420 31i550 14000 --93 50 65.1 70-10 9360 0340 --105'15 74.5 20120 26340 14000 --82 55 82.2 6010 9070 7190 --102

,r 30 70.8 15870 2035{) 14000 --81 110 60 59.2 5170 70'10 6250 --100) ( 35 61i.9 126nO 16400 14000 --79 f'tt 65 56.1 4-170 81-10 fi470 --96

-40 63.0 10520 13610 12120 --76 70 52.9 3870 5400 4810 --9380 -15 58.9 8890 11530 10260 --74 75 4!J.6 3350 ~760 42-10 --99leet 50 54 6 7610 9910 9830 --70 80 46.0 2!110 4210 3750 --94

5"50' 1 . 20 .85 42.3 2510 3730 3320 --79

:I .6590 86. 7680 --6690 383 2160 3300 2!J 40 73 (1i0 45.2 5740 7570 6740 --62' .' --

65 39.9 5040 6700 5960 --51i 95 33.9 1850 2920 2600 --6G70 3".0 4440 5950 5300 --41 100 28.8 1570 2580 2300 --5875 26.9 3920 5320 4730 --41 105 22.9 1320 2280 2030 --4880 17.4 3470 01760 01240 --29 110 101.8 1090 1990 1780 --33~


.-:-..' I c.."'.. ~ .~

..~,

_lllldBIIIIIIA .A E R I CA N @ .-:-:-.IWI .""",,~ JrC-"...\,.,.. .~'" OSHA'S ~.-." .: 830.5 :

.."" ",OJ..~rJ'"E~f.~..

~ LIFT RATINGS. I.

With 465 Angle Chord Boom and "G.I-i.J" Counterweight (33.600 Lbs.) .

Boom R"'I.. Boom Sid. Sid. Ft. F,om Mi.. .eoom R,"I.. B.om Sid. SIll. FL From MI..l..,th 'n /In... Fr'm" Fr'm'. eo.m In,'' l,n,th 'n An... F,'m" F,'m" eoom In,''(F."I F." 0",... R.tr,.t.d £.,.nd,d roln, lIn, IF..,I F." 0",... R""."d E.'.nd.d roin' lIft.

10 00.9 -100000 ~5 6 20 80.1i -50520 104 312 77.9 -100000 ~4 6 25 77.1 29740 3651i0 10J 215 7J.5 -00050 ~~ 5 30 74.7 22530 2838n 102 2

40 20 65.9 -51190 ~2 3 J5 71.7 lOJ50 22990 Ino 2lee' 25 57.7 -31350 J9 2 100 ~n 607 153:10 19110 99 I

30 48.0 -29230 35 2 50 1i2.4 112!J0 14130 94 1J5 38.4 19J20 23880 JO 2 feel 60 55.7 8690 10940 88 I I

40 2~.7 16J20 20090 22 2 70 40." 6890 8750 80 I

80 40.2 5550 7130 70 ,12 80.4 -100000 54 6 90 30.3 4520 5900 56 I15 76.9 -00020 54' 5 100 15.5 3700 ~920 32 I20 70.9 -51110 51 3 21 00.9 JI;210 ~6840 114 3

50 25 6".7' -J7250 50 2 25 78.8 28550 :16400 113 2lee I 30 58.2 -19110 ~O 2 30 76.1 27:130 1020n 112 2

35 51.2 19170 23750 ~" 2 35 7J.4 19150 27000 III 2~O 43.4 16170 19960 39 2 ~O 70.1 15130 18990 109 I

! 50 22.0 121JO I~9JO 2~ 1 110 50 65.1 11090 13940 105 I)" letl 1i0 59.2 8490 In750 100 1

_ I .14 80.1 -90030 6~ 5 70 52.9 1i68n 0550 9:1 I15 79.1 -onlJon 64 5 00 46.0 5350 69~0 84 120 74.2 -51040 63 J 90 30.3 4320 5700 73 I

""' 25 1i9.2 -371GO 61 2 100 20.0 3500 4730 58 1

1i0 30 63.9 -29010 59 2 110 1".0 2"~0 39JO 33 Iletl 35 58.5 1901i0 23!i50 51i 2 73 807 31790 ~00r:0 12~ 3

~O 57.7 1601i0 19050 53 2 25 797 20370 3!i2~0 123 250 39.4 12020 14030 43 1 JO n3 22150 20020 122 260 20.1 9420 111;~0 26 I 35 7~:9 17!1GO 22620 121 2

15 807 79920' 74 5 ~O. 72.~ 149~0 18800 120 1.-50 67.3 10090 13750 111i I20 76.5 -50!120 73 3 120 60 620 82!J0 10560 III I

25 72.2 -37020 72 2 18el 70 5!i.46480 0350 105 I70 30 1i7.9 23050 28850 70 2 00 505 5150 6740 98 ItIel 35 63.4 1"800 23490 68 2 .90 4~:0 4120 5510 08 I

~O 50.7 15870 19GOO 65 2 100 366 3310 ~5~0 77 1!i0 ~0.5 118:10 1"650 58 I .110 27'6 21i50 3750 61 1liD 31i." 9240 11~70 47 1 120 1"'2 20!lO 3090 :15 170 10.6 7420 9270 27 1 ..

24 01.0 29800 30250 134. 217 00.4 -65100 84 4 25 811.5 20170 36060 133 220 78.2 -50790 83 3 30 7B.:I 21950 27840 132. 2

.2!i 14.5 -311070 82 1 35 76.0 17750 27430 131 2:In ' 7n.8 21A80 28700 AI 2 ~O 73.8 1~740 18610 130 1

I 80 35 66.9 18710 23330 79 2 50 69.1 In600 1:1550 121 Ile81 "0 63.0 1!i700 19520 76 1 130 fin &t.3 nooo In350 122 1

50 .5~.6 11660 1~490 70 1 I!el 70 59.3 6270 A15n 117 160 45.2 9060 11300 62 1 no 54.0 4940 654n 110 I10 34.0 7250 9100 50 1 90 40.4. 3910 5310 102 180 174 5910 7490 29 I 100 42.2 31110 4330 92 1

.110 351 2~40 3540 80 I10 808 -59420 94 4 120 26.5 1090 2890 63 I20 19:5 -50650 9~ 3 IJO 13.6 1420 23JO 36 125 76.3 28900 31i710 93 2 26 00.8 26520 33930 143 230 1J.0 22690 28530 91 2 30 79.1' 21770 27670 143 235 6n.6 10510 23150 90 2 35 77.1 17570 22260 1~2 .2

Ae ~11 66.1 15500 19340 87 I ~O 74.9 14550 18~30 140 I\ ~ 50 59.0 11~60 1~300 Al I 51J 70.7 10~90 13370 137 1-" 60 51.2 8870 11110 75 1 60 66.3 7090 10170 13J ,

70 4Z.5 701i0 8910 66 1 '40 70 61.1 6000 7960 128 100 32.0 5720 7300 53 1 ",' 80 56.9 4750 8350 121 1

~ 90 16.4 4690 6060 31 1 90 51.9 3720 5120 115 11110 46.5 2910 4150 101 1110 40.6 2250 3360 96 1120 33.8 1700 2710 83' J130 25.5 1240 2150 65 I140 13.1 .-1680 37 Ir

(Continuedl -


,. I

, .,,.

AMERiCAN MODEL 5299 WORKING RANGES.~ BOO 750 700 650 600 1\C 160'.

. .~ .

.150' '. -.

550140'.

..I , , ~ .-lmfi' 800M 130' ~

ANGLE, ,~ IIDIAGRAM .' -.'-'.: ..'10'~1if .

120'. 500'.l f it

: :.. Iln~~~-110' .:. '.,.

~~~ 100' .' -1"0' Ill. -.450~. .8'IJ .' -. ~ -, ... > 90' -~,

0IQ-c :' ..'. ,: ~ .".. .400

.~. L':x: ',{}o

gBO' ~~x IJ.-' ..~O' ~~ "

-"" ' ~II , 35070', .f.t-~. ..-

,>; I -0-""'" .'. .f..i;; I 60' 1- " 30"

~ .,~ I '~ .,. I,f~".(- .,- '. -

I- 11 rt .0 SO'.to; .25"~ ~l.t' IA. rl0 ".. ~ I 40" ."O-/t..-, .' -.200

;z: ,~:.-.,...~,u '. -

15030'. ..

,.' 20' ..

.". I f, .,." . i'- ,_.' .' .OJ" .' " .'. "... /1/12' 20' 30' 40' 50' 60' 70' 80' W 100-

.,: .~'. ". ' ~ ; 'JI ~DIUS FROM CENTER OF ROTATION '

~._~.O' ..30' .40' 50' .60' 7:0' .

-.:.' DRAGllNI10' .-' .

'-.'.:'. DIGGING..

-.:'.. : DEPTH

i Y' .20' .-~ ~- c , " dl III d -~-,~ eo' n, oe VI W ,~., "0' 8~ I . dlb "- ,. oomI ~mp"V .e ~I ., n 10 n .,

,I.. dvm"ln, I..lvhl of ,I.. '" : -46 Boom.hv.\.,. ~ndlnv on II.. 0\111 30' -..50' Boom

of II.. op"rolo., .': 55' 800m-.00' Boom

, -'. 00' Boom~.40'...'. -70' Boom

---"""'--=-C=~~~~"""=- ~


, .,.., ~.: ,--, : :---, :..-

.I ,!' .-.' '

, .

MODEL 5299 GENERAL DIMENSI'ONS(L

-~

,... Al .r-- c!. i

I :l F,

8 F

M H

J

IN .K

.v ',orcnb 9'0" I. Crllwlerbellrlnl(l{'n~th. 15'10"

_.to ."tovercab , 10"8.7/8" J. Centertocentercrllwlerlumblers 14'11";. TniIAwing 12'2" K. Overlllilenglhorcrllwiers 17'6"? Cenler or pivoL lo cenler crane boom rool. ~: 7.3/4:: M. Tread widll1, Slll,!dArd 32:: ~'. Ground lo center crnnc boom rool ,,1.3/4 Optlol1nl 36;" fl'!i~hl ovcr relraclable A.rrnme N. Overall width over crnwlern (Exlended)

(RelrActed) 11':\.1/"" 32"Sho~!I 13'10"",.H'!il!hLoverrelractnbleA.rrame 36"Sho~!I 14'2"

(fiIl18~d) ..""' 17'10.1/2" N. Overallwidlhovercrllwlers(fieLracled)J. GroundLoboLlomorcounl~rwcighl 3'3.1/'1'! 32"Shocs 11'0"I. Minimumclearnnceunderba~e 1'2.1/4" 36"Shol!~ 11'4"

,

,

i' BACKHOE WORKING RANGES! STANDARD LONGI G BoomLength ".""..." 24'0" 26'6"

; DipperStockLengtll.",.,.".. 8'4:IA" 8'43/t"i, S'8nd~rd Long, Boom Boom,

A. Rl1dilJ~ lo Dipper "I!~innin~ or dump 10' 11~" 12' 8';D. RadiuR lo Dipper al ~nd or clump. ..27' 311s" 29' l'c. Ct!!lIrnnce under dipper beRinnln~ or , 9~"

dlJmp , 13'10" Ir"."' ..D. CI~nrl1nce ullder dlpp~r nl. en{1 or {lump 22' 7" 24, G..,

E. MAximum {Iig~in~ rAdius. 39' 3" 41,9"r F Di~~inl! depth, I,oom AI. 450 depreMion 24' 11 ~" 26 8~

)( .l.-pnKLh or I~vel noor III LhiR dcplh ...13' 7~" 13' 7'1s".-F t .Maximum dipper rellch, boom III. 550 ".

27' 5 ~" 29' 8depreS8t{m ; G. M:1ximum clearnnce height al en{.! or , ~

{lump 29'4" 31'21h' rH. H~iRhtovcrl\-rrllme,Working 18'5" 18'5""J. SwccpRndiu~ ,.. 13'llh" 13'ltls

Actual rang!!! depend UpOf\ !oil condition,.

.~~


~

I..' :--:-::-:: .

, , 'CRANE RATING DATA

,lid rntinl!K nrl! in p()lInclK And do not exceed 7r,'r., or Uppinlt with crnne Ktnnclin~ level on firm IInirormly K'lpp()rtln~ Kurrnce.J ~IAm1lhcll, drogline, And moRneL rllLings are in accordnnce with rec(1mmenclec) inclu~lry ~lnnclard~ And 1Ihould noL excf'~d Lhe

~ rnLinK ~hown. SnfC! I()nd~ d~p~nd on j!rollnd conditlon~. I,oom lenJ(I,h, rndlu~ of c)p~rnlir>n, nnrl proper hanclllnJ(, nil or which mu~LI I)~ tnk~n intr> con~idcrnl.iun oy user. mock!l, slinJ(s, buckel~. and otllcr lORd cnrryinl! dcvices nrc con~idcred pnrL or the load.

Il.etrnclnblc A.rrame mu~L be rully rai~eu posili()n ror nil r:ttingll.

LirtinR j!l ;lpproved only in thoRe nr(!;lS ror which r:tting!l :trc shown in tile rnting chart. It:ttin~s in shAded arenA are bilKed on~trucLurllllimiLaLionl; rRlhcr Lhan sLaoiliLy.

"R.auiuR in r~el" ill tile h()rizonl:tl di~lnnce al crane ba~e level rr()m cenler pin lo a verlicnlline lhrou~h the center or ~rRvity orthe 5uspcndcd load. "Min. Load Line" perlains lo LirlltaLing only. .I

Doom K'IRpcnsion line i~ 5/8 inch rlinmeter wilh minimllm brenkinlt ~lrength or 41,200 Ib!\. Doom 5URp@n!\ion pendanls are 1-1/8inch uiam~ter with minimum oreakin[: slrengl,h or 140,600 IbR.

Mnximum boom lenj!lh is 150 rl. ror lirl service, 110 rl. for clam~hcll, and 70 rL. for drngline or m'nj!enL. Doom lengths and rntin~s:tvailable in () rt. incremen~. ' .

Designed and raled to comply wllh ANSI Code 830.5

LOAD HOISTING DATA-

M8ximum lifting Minimum Maximum Hoisting Distance -Ft.

C8pacity -lbs. Pts. of line Main -R.H. Auxili8ry -l.H. 468 BOOM COMPOSITION

100,000 6 85'. 65'98,500 5 102' 78' Boom 20 Fl. 10 Ft. 20 Ft. 40 Ft. 20 Ft.79,000 4' 128' 98' length 46S 4GS 4GS 46S 46S59,300 3 170' 130' in Feet Inner Center Center Center Outer

39,500 2 256' 196'19,700 1 512' 392' 40 1 ---1

50 1 1 --1~'WI'" controlled load lowering on one drum. Main load lina 7/8 inch 60 1 -1 -1

t '" diameler with minimum breaking strength of 69,200 Ibs. .70 1 1 1 -1

, 80 1 --1 .1! 90 1 1 -1 1

100 1 -' -1 1110 1 1 1 1 1

BOOM AND JIB ERECTION* 120 1 --2 1130 1. 1 -2 1140 1 --2 1

Maximuln Jib length 150 1 1 1 2 1Boom

length No.6 No.7Hl '

150' 40' 40' ,

.S811 .eracting over tIle r80r with "G.H.J" Counterweight.

..,

.A

.PERFORMANCE WEIGHTSTIlAVELsrEED ,.., , ,. 1.0 MPJI 5299CrRnewilh40rl.boom .., 10",200Ib~.fll.lCTIONSWING ." "..,.. 3.()Il.PM CollnLerw~iRht , ,3.1,GOOII,~,

Y Boom Outer ., ,..., 2,425Ih~.H DllOSTAT1CSWING. , Ot03.751l.PM Doom Inner ', l,820Ib~.SINOI,E LINE srEED: Side frnm(!ft wlLh 32" 8hoe~ (2) ., .20,300 Ibft.

Dnckhoe,MR~neL-HoiRt , , 200FPM CrnwlerAxl~K(2) "... 4,8001b8.("'--"I!,Clam,Drng-Hoi8L 1651"PM Axleexll,nlllonftandLorquelube8. 1,5001hft.

), 1(Ie,Drng-Pullin 140FPM 50loncranehlock 1,200Ib~.-'1 JDrum ,..., 212FPM GIl.OUNDPRESSURES:

, SINGLE LINE PULL: 32" Shoe8 36" ShoesjBnckhoe, MII~nel- J-loiRl , 16,600 Ib8. SLP Crone w/40' boom 8.56 PSI 7.65 PSI. CrAne, Clam, DrnK -Hol~l. 20,000 Ih~. SLP Dnckhoe, Drnl( -Pull in 23,10011,11. SLr

111ird Drum. ., , .., , , ., 15,000 IbR. SLP NOTE: In ftcco(d""e~ with vftfvlnK m.'..rlftl ~ltUAtlo"~ ."d th~ Com-

r r n b d h ' I d I pAny'! p(OlIey of cnnwtftnt pmftuct Imf'r(Ov4'ln\!nt lh\!w~ !p~etfl.er orm~nce, Igures are RAe on mac Ine eq'l ppe wit I c~llf)n~ Illhl4'el If) \!hwnK~ \vlthnul nf)lIe~ .nd wllhnut In..uninK

8~nd8rd engine. r~.""".I"III'" ,- ..-,.- , ,-. -,.

I


Pop PDF - CraneTraderOnline€¦ · AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In Pounds ... 60 ~9.9 9,310 11,540 38 ... BOOM HOIST LINE is …

Documents