cranenetwork.com · 2013. 2. 20. · american crane corporation model 5299 crawler crane. ratings...
TRANSCRIPT
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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
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~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:-
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AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In PoundsWilmington, North Carolina 28412 46" Standard Boom
33,600 Pound Counterweight
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
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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 !__:~--~~::~:~-_!
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..1AMERICAN CRANE CORPORATION Model 5299 Crawler Crane -Ratings In PoundsWilmington, North Carolina 28412 ,:5' 46" Standard Boom
33,600 Pound Counterweight
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
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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
'. .
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
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
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.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.
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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
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With 465 A
ngle Chord
Boom
and "G.I-i.J"
Counterw
eight (33.600
Lbs.) .
Boom
R
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oom
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Sid.
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,om
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.eoom
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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 lO
J50 22990
Ino 2
lee' 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
350
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
235
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
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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 -371G
O
61 2
100 20.0
3500 4730
58 1
1i0 30
63.9 -29010
59 2
110 1".0
2"~0
39JO
33 I
letl 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 2
50 39.4
12020 14030
43 1
JO
n3 22150
20020 122
260
20.1 9420
111;~0
26 I
35 7~
:9 17!1G
O
22620 121
2
15 807
79920' 74
5 ~
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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
I25
72.2 -37020
72 2
18el 70
5!i.46480 0350
105 I
70 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
19GO
O
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 1
70 10.6
7420 9270
27 1
..
24 01.0
29800 30250
134. 2
17 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 21A
80 28700
AI
2 ~
O
73.8 1~
740 18610
130 1
I80
35 66.9
18710 23330
79 2
50 69.1
In600 1:1550
121 I
le81 "0
63.0 1!i700
19520 76
1 130
fin &
t.3 nooo
In350 122
150
.5~.6
11660 1~
490 70
1 I!el
70 59.3
6270 A
15n 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 I
10 808
-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 A
l 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 1
00 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
-
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, .,,.
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