american hoist 9299

8/19/2019 American Hoist 9299

1/7

900 SERIES

MODEL 9299CRAWLER CRANEW ITH 92H BOOM

LIFT RATINGSWith 92H Tubular Boom and P-P Counterweight (105,000 lbs.) (47628 Kgs.)

METRIC

B o o mL e n g t h(Feet)

R a d i u sIn

F e e t

B o o mA n g l e

Degrees

S i d eF r a m e s

Retracted(Lbs./

S i d eF r a m e s

E x t e n d e d(Lbs.)

Ft .F r o mB o o mPoint

M i n .L o a dL i n e

1 6 82.2 330000 7 7 91 7 81.4 3 2 2 0 1 0 7 6 9

2 0 78.9 2 4 0 6 2 0 7 5 72 5 7 4 . 7 1 6 8 1 3 0 7 4 57 0 3 0 7 0 .4 1 0 9 1 9 0 1 2 8 2 8 0 7 3 4

f e e t 3 5 6 5 . 9 8 8 5 0 0 1 0 3 1 3 0 7 1 34 0 6 1 . 3 7 3 8 9 0 8 5 6 8 0 6 8 35 0 5 1 . 3 5 4 8 6 0 6 3 2 8 0 6 1 26 0 39.5 42850 4 9 3 7 0 5 1 27 0 2 3 . 2 3 4 6 0 0 3 9 9 1 0 3 4 2

1 8 8 1 . 8 289530 8 6 82 0 8 0 . 3 240520 8 6 72 5 76.6 1 4 0 8 9 0 1 6 7 9 5 0 8 5 53 0 72.9 1 0 8 9 1 0 1 2 8 0 6 0 8 3 4

8 0 3 5 6 9 . 1 8 8 2 1 0 1 0 2 8 8 0 8 1 3feet 4 0 65.2 7 3 5 9 0 8 5 4 1 0 7 9 3

5 0 56.9 5 4 5 7 0 6 3 0 2 0 7 4 26 0 47.7 4 2 5 4 0 4 9 0 9 0 6 6 27 0 36.8 34310 39630 5 5 28 0 21.6 2 8 3 5 0 3 2 8 4 0 3 6 2 0 81.4 -- 240260 9 6 72 5 78.2 1 4 0 4 9 0 1 6 7 6 3 0 9 5 53 0 74.9 1 0 8 4 9 0 1 2 7 6 9 0 9 4 43 5 71.5 8 7 8 0 0 1 0 2 5 1 0 9 2 3

9 0 4 0 6 8 . 1 7 3 1 5 0 8 5 0 0 0 9 0 3f e e t 5 0 61.0 54130 6 2 6 1 0 8 5 2

6 0 53.3 4 2 1 0 0 4 8 6 7 0 7 9 27 0 44.8 3 3 8 5 0 3 9 2 0 0 7 0 28 0 34.6 2 7 9 6 0 3 2 4 6 0 5 8 19 0 20.3 2 3 3 5 0 2 7 2 3 0 3 8 21 81.7 1 8 1 7 7 0 2 2 1 1 8 0 1 0 6 62 5 79.4 1 4 0 1 3 0 1 6 7 3 2 0 1 0 5 53 0 7 6 .4 1 0 8 1 2 0 1 2 7 3 7 0 1 0 4 43 5 7 3 . 4 87410 1 0 2 1 6 0 1 0 3 3

1 0 0 4 0 7 0 . 4 7 2 7 6 0 8 4 6 5 0 1 013

f e e t 5 06 0 6 4 . 257.5 5 3 7 5 04 1 7 1 0 6 2 2 5 04 8 3 0 0 9 79 1 227 0 5 0 .4 3 3 4 5 0 38810 8 4 28 0 4 2 . 3 2 7 6 0 0 32110 7 4 19 0 3 2 .7 2 3 0 0 0 2 6 8 9 0 6 1

1 0 0 1 9 .2 1 9 3 6 0 2 2 7 9 0 4 0 2 2 81.9 1 6 8 8 9 0 2 0 4 5 0 0 1 1 6 62 5 8 0 . 3 1 3 9 7 3 0 1 6 6 9 9 0 1 1 5 53 0 7 7 . 7 1 0 7 7 0 0 1 2 7 0 0 0 1 1 4 43 5 7 5 .0 8 7 0 0 0 1 0 1 7 9 0 1 1 3 34 0 7 2 . 3 7 3 3 2 0 8 4 2 4 0 1 1 2 3

1 1 0 5 0 6 6 .7 5 3 3 3 0 6 1 8 5 0 1 0 8 2f e e t 6 0 6 0 .8 4 1 2 8 0 4 7 8 8 0 1 0 3 2

7 0 54.6 3 3 0 2 0 3 8 3 9 0 9 6 28 0 47.8 2 7 1 9 0 3 1 7 1 0 8 8 19 0 40.2 2 2 6 0 0 2 6 5 0 0 7 8

1 0 0 3 1 . 1 1 8 9 7 0 2 2 4 1 0 6 4

110 18.2 16030 19090 4 1 1

B o o mLeng th

'Meters

Rad iusIn

M e t e r s

B o o mAngle

D e g r e e s

S i d eF r a m e s

Re t r ac t ed'Kos.'

SideF r a m e s

Ex ten d e dK o s . )

Mete r sF r o mB o o mP o i n t

Min.L o a dLine

4 .9 8 2 .2 14 9 6 9 0 2 35 952 8 1 .4 14 606 0 23.2 9

6. 1 78.9 109150 2 2 9 77 .6 74.7 -- 7 6 2 6 0 2 2 6 521.3 9.1 ' 704 4 9 5 30 5 8 1 9 0 2 2 3 4

meters 10.7 6 5 9 4 01 4 0 4 6 7 8 0 2 1 6 312.2 6 1 3 33520 3 8 8 6 0 20.7 315.2 51.3 2 4 8 8 0 2 8 7 0 0 18.6 218.3 39 5 19440 2 2 3 9 0 1 5 5 221.3 23.2 15 690 1 81 00 10.4 2

5 .5 81.8 -- 131330 2 6 2 86 .1 8 0 3 109100 26.2 77 .6 76.6 6 3 9 1 0 7 6 1 8 0 25.9 59. 1 72 9 4 9 4 0 0 5 8 0 9 0 25.3 4

24.4 10.7 6 9 1 40010 4 6 6 7 0 24.7 3meters 12.2 6 5 .2 3338 0 3 8 7 4 0 24.1 3

15.2 56.9 2 4 7 5 0 2 8 5 9 0 2 2 .6 218.3 47.7 19300 2 2 2 7 0 20.1 221.3 36.8 15560 17980 16.8 2

2 4 .4 2 1 .6 12860 14900 11.0 6 1 81.4 108980 29.3 7 '7.6 78.2 63730 7 6 0 4 0 29.0 59. 1 7 4 9 4 9 2 1 0 5 7 9 2 0 281 4

10.7 7 1 5 39830 4 6 5 00 2 8 .0 327.4 12.2 68 1 33180 3 8 5 6 0 27.4 3

meters 15.2 61 0 2 4 5 5 0 2 8 4 00 259 218 .3 5 3 3 19100 2 2 0 8 0 2 4 1 221.3 44.8 15350 1 77 8 0 2 1 3 224.4 34.6 126 80 1 47 2 0 17.7 27.4 20.3 10590 12350 1 1 6

6.4 81.7 8 2 4 5 0 100330 32.3 67 .6 7 9 4 6 35 6 0 7 5 9 00 3 2 0 59 .1 76 4 4 9 04 0 5 7 7 8 0 31 7 4

10.7 73.1 39 6 5 0 4 6 34 0 31.4 3

30.5 12.2 70.4 33000 38400 308 3

meters 15.2 64 2 2 4 3 8 0 2 8 2 4 0 296 218.3 5 7 5 18920 2 1 9 1 0 27.7 221.3 50.4 151 70 1 7600 25.6 22 4 .4 42 3 125 20 1 4570 22.6 127.4 32 7 10430 12200 18.6 130.5 1 9 2 3780 10340 12.2

81 9 7 6 6 1 0 9 2 7 6 0 3 5 4 67.6 8 0 3 63380 7 5 7 5 0 35 1 59 .1

_ ., 4 8 8 5 0 5 7 6 1 0 34 7 4

10.7 75.0 3 9 4 6 0 4 6 1 7 0 34.4 312.2 72.3 33260 3 8 2 1 0 34 1 3

33.5 15.2 6 6 7 2 4 1 9 0 2 8 0 6 0 32.9 2meters 18.3 6 0 8 18720 2 1 7 2 0 31 4 2

21.3 54 6 14 980 17410 29.3 224.4 47.8 12330 14380 2 6 8 127.4 4 02 10250 12020 23 8 130.5 31.1 8600 10170 1 9 5 33.5 18 2 7270 8 6 6 0 1 2 5 1

(ContinuedFORM NO, 9299-C92HR-4


2/7

With 92H Tubular Boom and P-P Counterweight (105,000 lbs.) (47628 Kgs.)' ‘ , / iEr F,

B o o mL e n g t h[Feet)

R a d i u sIn

Feet

B o o mAngle

Degrees

S i d eF r a m e s

Retracted[Lbs.]

S i d eF r a m e s

E x t e n d e d[Lbs.]

F

F r o mB o o mPoint


2 4 81.6 1 4 8 5 6 0 1 7 8 1 5 0 125 52 5 81.2 139890 167130 12 5 530 78.7 107850 1 2 7 1 4 0 124 435 76.3 8 7 1 8 0 101960 12 3 3

40 73.8 7 2 5 0 0 8 4 4 1 0 12 2 312 0 50 68.7 5 3 5 2 0 6 2 0 4 0 119 2feet 60 63.5 4 1 4 7 0 4 8 07 0 114 2

70 58.0 3 3 2 1 0 3 8 5 8 0 108 280 52.1 2 7 4 2 0 3 1 9 4 0 1 0 1 90 45.7 2 2 8 3 0 2 6 7 3 0 93 1

1 00 38.4 1 9 2 2 0 2 2 6 5 0 8 1 1110 29.7 1 6 2 9 0 19350 66 1 20 17.4 13880 16630 4 3

25 81.8 139500 166800 1 35 530 79.6 107460 1 2 6 7 9 0 1 35 435 77.3 8 6 7 8 0 101600 134 340 75.1 7 2 0 9 0 8 4 0 3 0 132 350 70.4 5 3 11 0 6 1 6 5 0 12 9 26 0 65.7 4 1 0 5 0 4 7 6 7 0 1 25 2

13 0 70 60/ 3 2 7 9 0 3 8 1 7 0 1 20 2feet 80 55.5 2 7 0 2 0 3 1 5 5 0 114 1

90 49.9 2 2 4 3 0 2 6 3 4 0 106 11 00 43.8 1 8 8 1 0 2 2 2 5 0 97 111 0 36.8 1 5 8 9 0 1 8 9 6 0 85 112 0 28.5 13490 16250 69 130 16.7 11 46 0 13980 44 1

27 81.6 124200 1 4 7 7 5 0 145 530 80.4 1 06 9 90 1 26 38 0 14 5 435 78.3 8 6 3 2 0 101180 1 4 4 340 76.2 7 1 6 0 0 8 3 5 7 0 14 3 350 71.9 5 2 6 3 0 6 1 2 0 0 14 0 260 67.5 4 0 5 5 0 4 7 1 9 0 136 2

14 0 70 610 3 2 2 9 0 37090 1 3 1 2

feet 80 58.3 2 6 5 4 0 31090 126 190 53.3 2 1 9 5 0 2 5 8 7 0 11 9 1

1 00 47.9 18330 2 1 7 9 0 1 1 1 1 10 4 2 1 1 5 4 1 0 18490 1 0 1

1 20 35.4 1 3000 1578 0 88 1130 27.4 10980 13510 71 114 0 16.1 9 2 6 0 11580 46 1

28 81.8 11 7 7 1 0 1 39760 155 430 81.0 106560 125990 155 435 79.1 8 5 8 8 0 100770 154 340 77.1 7 11 5 0 83150 153 35 0 73.1 5 2 1 9 0 6 07 7 0 150 260 69.1 4 01 00 4 6 7 5 0 14 7 270 64.9 3 1 8 2 0 37240 14 3 2

15 0 80 60.6 2 6 1 0 0 30670 137 1feet 90 56.1 2 1 5 00 2 5 4 4 0 1 3 1 1

1 00 51.3 1 7 8 9 0 2 1 3 5 0 1 2 4 1110 46.2 1 4 9 7 0 18060 115 11 20 40.6 1 2 5 6 0 15340 104 130 34.2 10550 13090 9 1 11 40 26.5 8 8 3 0 11160 74 1

150 15.5 7 3 5 0 9 5 0 0 4 7 129 81.9 111400 132150 1 6 5 430 81.6 106110 1 2 5 5 8 0 165 435 7 9 .8 8 5 4 30 100360 1 6 4 340 77.9 7 0 6 9 0 8 2 7 2 0 163 350 7 4 .2 5 1 7 30 6 034 0 1 6 1 260 7 0.5 39 6 30 4 6 300 158 2

1 60 70 66.6 31340 3 6 7 8 0 154 2' f ee t 80 6 2 .6 2 5 6 4 0 302 2 0 1 49 1

90 58.5 2 1 04 0 2 4 9 9 0 143 1100 54.1 17430 20900 1 3 6 111 0 49.6 1 4 5 1 0 17610 1 29 120 44.6 12100 14900 11 9 1130 39.2 1009 0 12 630 1 0 8 114 0 33.0 8370 10700 94 1150 25.6 6 8 9 0 9050 76 160 15.0 5 6 1 0 7 6 2 0 48 1

B o o mL e n g t h

( M e t e r s )

R a d i u sIn

Me te r s

B O O MA n g l e

Degrees

S i d eF r a m e s

R e t r a c t e d114s1

S i d eF r a m e s

E x t e n d e d)Kgs.)

Mete r s F r o mB o o mPoint

M i n .L o a dLine

7 .3 8 1 . 6 6 7 3 9 0 8 0 8 1 0 38.1 57 .6 8 1 .2 6 34 5 0 7 5 8 1 6 38.1 59. 1 7 8 .7 4 8 9 2 0 5 7 6 7 0 37 .8 4

10.7 76.3 39 5 4 0 4 6 2 5 0 37.5 3

12.2 73.8 3 2 8 9 0 3 8 2 9 0 37.2 336.6 15.2 68.7 2 4 2 8 0 2 8 1 4 0 36.3 2

meters 1 8.321.3

6 3 . 55 8 . 0

1 8 8 1 015060

2180017500

3 4 . 732.9

22

24.4 52.1 124 40 1 44 90 30.8 127.4 45.7 10360 1 2 1 2 0 28.3 130.5 38.4 8 7 2 0 10270 24.7 133.5 29.7 7390 8 7 8 0 20.1 136.6 17.4 6300 7 5 4 0 1 3 1

7.6 8 1 . 8 6 3 2 8 0 7 5 6 6 0 41.1 59 .1 7 9 .6 4 8 7 4 0 5 7 5 1 0 41.1 4

10.7 713 39 36 0 4 6 09 0 40.8 312.2 75.1 32700 3 8 1 2 0 40.2 315.2 70.4 2 4 0 9 0 2 7 9 6 0 39 .3 2

39.6 18.3 65.7 1 8 6 2 0 2 1 6 2 0 38.1 2

meters 2 1 .3 60.7 1487 0 17310 36.6 224.4 55.5 1 22 60 14310 34.7 127.4 49.9 1017 0 11950 32.3 130.5 43.8 8530 10090 29.6 133.5 36 .8 7 2 1 0 8600 25.9 136 .6 2 8 .5 6 1 2 0 7 37 0 2 1 .0 396 16.7 5 2 0 0 6 3 4 0 13.4 1

8 .2 8 1 .6 5 6 34 0 6 7 02 0 44.2 59. 1 80.4 4 8 5 3 0 5 7 330 4 4 .2 4

10.7 78.3 39 1 5 0 4 5 9 00 4 3.9 312.2 76.2 3 2 4 8 0 37 9 1 0 4 3.6 315.2 71.9 2 3 8 7 0 2 7 7 6 0 42.7 218.3 67.5 18390 2 1 4 1 0 4 1 .5 2

42.7 2 1 .3 6 3.0 1 4 6 5 0 16820 39.9 2meters 24.4 58.3 1 2040 1 41 00 38.4 1

2 7 .4 5 3.3 9 96 0 1 17 30 36.3 130.5 47.9 8 31 0 9 8 8 0 33.8 133.5 42.1 6 9 9 0 8 39 0 30.8

36.6 35.4 5900 7 1 6 0 2 6 .8

39.6 2 7 .4 4 9 8 0 6130 21.6 142.7 1 6 . 1 4200 5 2 5 0 14.0 1

8 .5 8 1 .8 53390 6 34 00 4 7 .2 49. 1 8 1 .0 4 8 34 0 5 7 1 5 0 4 7 .2 4

10.7 79.1 38 9 6 0 4 5 7 1 0 46.9 31 2 .2 77.1 3 2 2 7 0 3 7 7 2 0 46.6 315.2 73.1 2 36 7 0 2 7 5 7 0 4 5 .7 218.3 69.1 18190 2 1 2 1 0 44.8 22 1 .3 6 4 .9 14430 16890 43.6 2

45.7 24.4 60.6 11840 13910 41.8 1m eters 2 7 .4 56.1 9 7 5 0 11 54 0 39.9 1

30.5 5 1 .3 8 1 1 0 9 6 8 0 37 .8 33.5 4 6 .2 6 7 9 0 8 1 9 0 35.1 136.6 40.6 5700 6 9 6 0 31.7 139 .6 34 .2 4 7 9 0 5 9 4 0 2 7 .7 142.7 2 6 .5 4 01 0 5060 22.6

45.7 15.5 3330 4 3 1 0 14.3 18 .8 8 1 .9 5 05 30 5 9 9 4 0 5 0.3 49 .1 8 1 .6 4 8 1 30 5 6 9 6 0 5 0.3 4

10.7 7 9 .8 38 7 5 0 4 5 5 2 0 50.0 312.2 7 7 . 9 32 06 0 37 5 2 0 4 9 .7 315.2 74.2 2 3 4 6 0 2 7 3 7 0 49.1 218.3 70.5 17980 2 1 0 0 0 48.2 2

48.8 2 1 .3 6 6 .6 1 4 2 2 0 1 6 6 8 0 46.9 2meters 24.4 62.6 1 1 6 30 1 37 1 0 45.4 1

27.4 58.5 9 5 4 0 11340 43.6 130.5 54.1 7 9 1 0 9 4 8 0 41.5 133.5 49.6 6 5 8 0 7 9 9 0 39.3 136 .6 4 4 .6 5 4 9 0 6 7 6 0 36.3 39.6 39.2 4 5 8 0 5 7 3 0 32.9 42.7 33.0 38 00 4 8 5 0 28.7 145.7 2 5 . 6 3130 4 11 0 23.2 148.8 15.0 2 5 4 0 3 4 6 0 14.6 1

P a g e 2 Continued


3/7

LIF

TIF 13S ont.)

With 92H Tubular Boom and P-P Counterweight (105,000 lbs.) (47628 Kgs.)METRIC

B o o mLength(Feet)

R a d i u sIn

F ee t

B o o mAngle

D e g r e e s

S i d eF r a m e s

R e t r ac t ed(Lbs . )

S i d eF r a m e s

Ex tendedI lhs .1

Ft.F r o mB o o mP o i n t

Min.LoadL i n e

3 1 81.7 101150 119500 175 435 80.4 8 5 3 9 0 100290 174 340 78.6 7 0 6 4 0 8 2 6 5 0 1 73 350 7 5 .2 5 1 6 9 0 6 0 2 9 0 1 7 1 260 71.7 39600 4 6 2 6 0 168 270 68.0 31310 36730 164 2

1708090

6 4 . 460.5

256302 1 0 4 0

302002 4 9 8 0

1 6 0155

1

feet 1 00 56.6 1 7 4 2 0 2 0 8 9 0 1 4 9 1 10 52.4 1 4 5 1 0 17600 1 4 1 1 20 48.0 12100 14890 133 1130 43.2 10080 1 2 6 2 0 1 2 3 11 40 38.0 8370 10700 1 1 1 11 50 32.0 6 8 9 0 9040 97 11 60 24.8 5 6 1 0 7 6 1 0 78 1 70 14.5 4 4 8 0 635 0 4 9

32 81.9 9 6 2 1 0 113610 185 435 80.9 8 4 9 7 0 9 9 9 1 0 184 340 79.3 70200 8 2 2 5 0 184 350 7 6 .0 5 1 2 6 0 5 9 8 8 0 1 8 1 2

60 72.7 3 9 1 6 0 4 5 8 3 0 179 270 69.3 3 1 2 5 0 3 6 6 9 0 175 280 65.9 2 5 2 0 0 2 9 7 8 0 1 7 1 1

1 8 0 90 62.3 2 06 00 2 4 5 6 0 16 61

feet 1 0 0110

5 8 . 654.8

1 6 9 8 014070

2046017170

1 6 015 4

11

1 2 0 50.8 1 16 6 0 1446 0 14 6 11 30 46.5 9 6 5 0 1 2 1 9 0 137 1 4 0 41.9 7 9 3 0 10260 127 1 50 36.9 6 4 5 0 8 6 1 0 1 1 5 1 60 31.1 5170 7 1 8 0 1 00 1 70 24.1 4 05 0 5 9 20 8 0 11 80 14.1 3060 4 8 2 0 5 1

33 8 2 . 0 92000 108540 195 335 8 1 . 4 8 4 5 1 0 9 9 5 0 0 1 95 340 79.9 6 9 7 2 0 8 1 8 0 0 194 350 76.8 5 0 7 8 0 5 9 4 3 0 1 92 2

60 7 3.6 38 6 7 0 4 5 3 7 0 189 270 7 0.5 307 7 0 3 6 2 2 0 186 80 6 7 .2 2 4 7 2 0 2 9 31 0 182 90 6 3.9 2 01 2 0 2 4 0 8 0 177

1 9 0 1 00 60.5 16500 1 9 9 9 0 172 feet 11 0 56.9 1 35 8 0 16 6 90 166 1

1 2 0 53.2 1 11 7 0 1398 0 159 1 30 4 9 .3 9 1 6 0 11 7 1 0 1 5 1 1 4 0 4 5 .2 7 4 4 0 9 7 8 0 142 1150 40.7 5 9 6 0 8 1 2 0 1 3 1 160 35.8 4 6 7 0 6 6 9 0 118 1 70 30.2 35 5 0 5 4 30 1 0 2 11 80 23.4 0 4330 82 1 90 13.7 0 3350 52

35 81.8 8 4 0 8 0 9 9 1 0 0 205 340 8 0.4 6 9 2 7 0 8 1 38 0 204 350 77.4 5 034 0 5 9 01 0 202 260 74.5 38 2 00 4 4 9 2 0 199 270 71.5 30330 3 5 8 8 0 196 180 68.4 2 4 2 7 0 2 8 8 8 0 193 90 65.3 1 9 6 7 0 2 3 6 4 0 188 1

200 1 00 62 .1 1 6040 1 9 54 0 1 8 3 1f e e t 110 58.8 1 31 2 0 16 2 30 178 1

1 20 55.4 1 07 10 1 35 20 1 7 1 1 30 51.8 8 6 8 0 11250 164 1 40 48.0 6 9 7 0 9 32 0 155 1 50 44.0 5500 7 6 7 0 146 1160 39.7 4 2 1 0 6 2 3 0 134 170 34.9 3080 4 9 7 0 1 2 1 180 29.4 3 8 6 0 1 05 1

36 8 1 .9 8 02 6 0 9 4 6 30 21 5 3210 40 80.8 6 8 8 1 0 8 09 5 0 21 4 3f e e t 50 78.1 4 9 8 8 0 5 8 5 6 0 21 2 2

60 7 5 .2 37 7 30 4 4 4 6 0 2 1 0 2

B o o mL e n g t h

Ii4f:ter:

R a d i u sIn

Meters

B o o mA n g l e

Oeurees

S i d eF r a m e s

R e t r a c t e d( K o s ]

SideF r a m e s

E x t e n d e d(Kos I

me te r sF r o mB o o mPoint


9 4 81.7 4 5 8 8 0 5 4 2 1 ( 5331 0 7 8 0 4 38730 4 5 4 9 0 5 3 0 32 .2 7 8 .6 32 04 0 3 7 4 9 : 52 7 3

1 5 . 2 75.2 23450 2735c) 52 1 21 8 3 71.7 17960 2098c: 5 1 2 221.3 68.0 14200 1666r: 5 0 0 2

51.8 2 4 464.4 11630 1 3 7 0 1 ; 48.8 1

meters5 1 830.5

6 0 . 556.6

9 5 4 07900

11 3 3 09 4 8 0

4 7 . 2454

1

1

33 5 5 2 4 6 5 8 0 7980 430 36.6 48.0 5 4 9 0 6 7 5 0 40.5 1

39 6 43.2 4 5 7 0 5 7 2 1 J 37542 7 38 0 38 00 4 8 5 0 33 8 11 5 . 7 32.0 3130 4 1 0 5 29.6 14 8 8 2 4 8 2540 3 4 5 ( 1 238 151.8 14.5 2030 2 8 8 0 14 9 1

9 .8 81.9 4 3 6 4 0 5 1 5 3 0 56 4 41 0 . 7 8 0.9 38 5 4 0 4 5 3 2 0 56 1 3122 7 9 .3 31 8 4 0 37310 56.1 31 5 2 76.0 2 3 2 5 0 2 7 1 6 0 55.2 218 3 72.7 177$0 2 0 7 9 5 54.6 22 1 32 4 4

69.36 5 9

1 4 1 8 011430

16641. ,13510

53352.1

2

54.9 2 7 4 69.3 9 3 4 0 11140 5 0 6

meters 3 0 . 533 5

5 8 . 65 4 8

7 7 0 06380

9 2 8 07 7 9 0

4 8 . 8469

11

366 508 5290 6 5 6 0 4 4 5 39.6 46.5 4380 5530 4 1 8 14 2 7 4 1 9 3600 4 6 5 0 3874 5 7 36 .9 2 9 30 3910 3 5 . 148.8 31.1 2 35 0 32 60 3 0 . 55 1 8 24 1 1 8 4 0 2 6 9 0 2 4 . 45 4 9 14.1 1390 2191 1 551 0 . 1 8 2 0 4 1 7 3 0 4 9 2 3 0 59.4 31 07 81.4 38330 4 5 1 3 0 5 9 4 312.2 79.9 3 1 6 2 0 3 7 1 0 ( 1 ) 5 9 1 31 5 2 76.8 23030 2 6 9 6 0 585 2

1 8 3 7 3 6 1 7 5 4 0 2 0 5 8 0 5 7 6 221 3 70.5 1 3 9 6 0 16430 567 24.4 67.2 11210 13300 55.5 127.4 63.9 9130 10920 53.9 1

57.9 30.5 60.5 7 . 4 8 0 9 0 7 0 5 2 4 1meters 33 5 5 6 .9 6 1 6 0 7 5 70 50.6 1

36.6 53.2 5 070 6 34 0 48.5 139.6 49.3 4 1 5 0 5 310 4 6 0 142.7 45.2 3370 4 4 4 0 43.3 145.7 401 2 7 0 0 3680 39.9 14 8 8 35.8 2 1 2 0 3030 36.0 51.8 30.2 1610 2 4 6 0 31.1 154.9 214 0 1960 25.0 1c.7 9 13.7 0 1520 15.8 11 0 . 7 81.8 38 1 4 0 4 4 9 5 0 6 2 .5 312.2 80.4 31 4 2 0 36 9 1 0 6 2 .2 315.2 77.4 2 2 8 3 0 2 6 7 7 0 6 1 .6 218.3 74.5 17330 2 0 3 8 0 60.7 22 1 .3 7 1 .5 13760 16280 59.7 24.4 68.4 11010 13100 58.8 127.4 65.3 8 9 2 0 10720 57.3 1

61.0 30.5 62 .1 7 2 8 0 8 8 6 0 55.8 meters 33 .5 58.8 5 9 5 0 7360 54.3 1

36 .6 5 5 .4 4 8 6 0 6 1 30 52.1 139.6 51.8 39 4 0 5 1 00 50.0 142.7 48.0 3 1 6 0 4 2 30 4 7 .2 145.7 44.0 2 4 9 0 34 8 0 44.5 148.8 39.7 1910 2 8 3 0 40.8 151.8 34.9 1400 2 2 5 0 36.9 154.9 29.4 -- 1750 32.0

11.0 81.9 36 4 1 0 4 2 9 2 0 65.5 384.0 12.2 80.8 3 1 2 1 0 3 6 7 2 0 65.2 3

meters 15.2 78.1 2 2 6 3 0 2 6 5 6 0 64.6 2

18 3 75.2 1 7 11 0 2 0 1 7 0 6 4 _ 0 2(Continued)

P a g e 3


4/7

With 92H Tubular Boom and P-P Counterweight (105,000 lbs.) (47628 Kgs.)METRIC

B o o mL e n g t h'Fee t )

R a d i u sIn

F e e t

B o o mA n g l e

Degrees

S i d eF r a m e s

R e t r a c t e d(Lbs.)

S i d eF r a m e s

E x t e n d e d(Lbs. '

Ft .F r o mB o o mPoint


70 72.4 2987 3535 2 7

8 69.5 238 2842 2 3

9 66.6 92 23 8 99 1

63.5 557 9 7 19 5

11 0 60.4 265 57818 9

21 0 1 20 57.2 1 02 40 13060 18 3 1feet 1 30 53.9 8 2 2 0 10790 176

140 5 0.4 6 4 9 0 8 8 5 0 169 115 0 46.8 5 7 9 16 0 1

16 0 42.9 374 576 15 0 117 0 38.7 45 13 8 1

18 0 3 4 . 0 339 12 4 138 81.8 74 87 6 225 3

4 8 1 . 3 6864 8 76 224 3

5 78.6 4973 584 222 26 75.9 3758 443 22 27 73.2 2975 3522 2 7 180 70.5 2 3 6 9 0 28300 214 9 67.7 9 8 23 6 2

22 0 64.8 545 895 2 6 feet 1 10 61.9 1 2 5 2 0 1 5 6 4 0 201 1

12 0 58.9 292 95 13 0 55.8 8 9 66 89

14 0 52.6 637 872 181 115 0 49.2 4 8 9 0 7070 1 73 1160 45.6 3 6 1 0 5630 164 17 0 41.8 438 53

18 0 37.7 327 141

39 81.9 7 8 8346 234 3

4 81.6 682 8 36 234 3

5 79.1 493 5799 233 2

6 76.6 37 3 4387 23 2

7 74.0 2932 348 228

8 71.4 2325 2787 225 1

23 0 90 68.7 1 8 6 3 0 2 2 6 2 0 2 2 1 1

feet 1 0 011 0

6 6 . 063.2

150102 8

1 8 5 1 052

2 1 72 2

11

1 20 60.4 9 6 6 0 12480 207 3 57.5 765 22 20 1 1

1 40 5 4 .5 5 9 2 0 8 2 8 0 194 11 50 51.3 4 4 4 0 6 6 30 186 11 60 48.0 3160 5 1 9 0 178 11 70 44.6 3920 168 1

B o o mL e n g t h

[Meters '

R a d i u sIn

Me te r s

B o o mA n g l e

Degrees

S i d eF r a m e s

R e t r a c t e d(Kgs.)

S i d eF r a m e s

E x t e n d e d[Kgs.)

MetersF r o mB o o mPoint

M i n .L o a dLine

21.3 72.4 355 6 3 63.1

24.4 69.5 8 289 61.9

27.4 66.6 87 5 60.7

3 0.5 6 3.5 7 6 865 59.4

33.5 60.4 574 7 6 57.6

64.0 36.6 57.2 464 592 55.8

meters 39.6 53.9 373 489 53.6 42.7 50.4 294 4 51.5

4 5.7 4 6.8 227 3 2 6 0 48.8 48.8 42.9 7 26 45.7

51.8 38.7 2 5 42.1

54 .9 3 4.0 54 37.8

11.6 81.8 3357 3954 68.6 3

12.2 81.3 31 1 4 0 36 6 30 68.3 315.2 78 .6 2 2 5 6 0 2649 67.7 18.3 75.9 7 5 2 9 67.1

21.3 73.2 349 598 66.1

24.4 70.5 75 284 65.2

27.4 67.7 865 46 64.0

67.1 30.5 6 4.8 7 86 62.8

meters 33.5 6 1 .9 568 7 9 61.3

36 .6 58.9 459 586 59.4

39.6 55.8 367 484 57.6

42.7 52.6 289 396 55.2

45.7 49.2 222 32 52.7

48.8 45.6 64 255 50.0

51.8 41.8 99 46.6

54.9 37.7 1 4 8 0 43.0

11.9 81.9 3 2 1 2 0 3786 71.3 312.2 81.6 3 94 3645 71.3 3

15.2 79.1 2236 263 71.0

18.3 76.6 684 99 70.1

21.3 74.0 33 579 69.5

24.4 71.4 55 264 68.6

727.4 68.7 845 26 67.4

meters 3 . 533.5

6 6 0

63.2

6810

548

8400

689

6 6 1

64.6

36.6 60.4 438 566 63.1

39.6 57.5 347 464 61.3

42.7 54.5 269 376 59.1

45.7 51.3 2 3 56.7

48.8 48.0 43 235 54.3

51.8 44.6 78 51.2

9299.49

ATING D ATALoad ratings are in pounds (kilograms) and do not exceed 75% of the load which would cause tipping with crane standing level onfirm uniformly supporting surface. Safe loads depend on ground conditions, boom lengths, radius of operation, and properhandling, all of which must be taken into consideration by user.

"Rad ius in f ee t (meter s)" is the horizontal distance at crane base level from center of rotation to a vertical line through the center ofgravity of the suspended load.

Lifting is approved only in those areas for which ratings are shown in the rating chart. Blocks, slings, buckets, and other loadcarrying devices are considered part of the load. Retractable A-frame must be in fully raised position for all ratings. Ratings inshaded areas are limited by strength of material, or factors other than stability.

Main load line is 1-1/8 inch (2.8 cm) diameter with a minimum breaking strength of 130,000 pounds (58,970 kilograms). Boomsuspension line is 7/8 inch ( 2.2 cm) diameter with a minimum breaking st rength of 79,600 pounds (36,110 kilograms). Boom --,^suspension pendants are 1-3/8 inch 1 3 . 5 c m) diameter with a minimum breaking strength of 211,000 pounds (9 .570 k i log ramsBoom and jib erection is over the end of the machine with idler tumblers blocked and with "Lift Rating" counterweight.

D esigned and rated to comply with ANSI Code B30.5.

Page 4


5/7

L O A D H O I S T IN G D AT AMETRIC

MaximumLifting

Capacityin Pounds

Parts ofMinimumParts of

L o a dLine

Maximum Hois ting Dis tanceR H D r u m

withControlled

L o a dLowering

F t.

L H D r u mwith

ControlledL o a d

LoweringF t.

L H D r u mwithout

ControlledL o a d

LoweringFt .

3 3 0 , 0 0 02 9 7 , 1 3 02 5 9 , 9 9 02 2 2 , 8 5 01 8 5 , 7 1 01 4 8 , 5 6 0111 , 4 2 07 4 , 2 8 037,410

987654321

9 31041191391 6 72092794198 3 9

4 75 26 0708 4

1051 4 12 114 2 3

7 18 09 2

1071291 6 12 1 53236 4 7

`Based on 1-1/8 EIPS Rope.

MaximumLifting

in Ki lograms

Parts ofMinimumParts of

L o a dLine

Ma ximum Hois t ing Dis tance

R H D r u mwith

ControlledL o a d

LoweringM

L H D r u mwith

ControlledL o a d

LoweringM

H D ru mwithout

ControlledL o a d

LoweringM

1 4 9 6 8 81 3 4 7 8 011 7 9 3 01 0 1 0 8 0

842406 7 3 9 05 0 5 4 0336901 6 8 5 0

987654321

2 83 23 64 25 16 48 5

1 2 82 5 6

1 4

1 61 8212 63 24 36 4

1 2 9

2 22 42 83 33 94 96 69 8

1 9 7

Based on 2 8

1PS R : •

,OMPOSITION

R O U N D P R E S S U R E

B o o mLength

30 Ft.1 9 . 2 M I9 2 H TInner

2 0 F t .1 6 . 1

I

9 2 H TCenter

1 0 F t .1 3 . 0 M I9 2 S T

Center

5 0 F t .11 5 . 2 M I

9 2 SCenter

4 0 F t .11 2 . 2 M I

9 2 HO u t e rt. M

7 0 2 1 . 3 1 18 0 2 4 . 4 1 1 19 0 27 .4 1 1 1

1 0 0 30.5 1 1 1 1 1 0 33.5 1 1 2 1 2 0 36 .6 1 1 1 30 39.6 1 1 1 11 4 0 42 .7 1 1 11 50 45 .7 1 1 1 1 11 60 4 8 . 8 1 1 2 1 11 7 0 51 .8 1 2 11 8 0 54 .9 1 1 2 1 9 0 57 .9 1 1 2 2 0 0 6 1 . 0 1 1 1 2 2 1 0 64 .0 1 1 2 2 2 2 0 67.1 1 3 2 3 0 70.1 1 1 3 1

Lifting Crane with 70 ft. (21 3 m basic boom and 105,000 lb.(47628 kg , counterweight:

38" Shoes 4" Shoes 0" Shoe s(96.5 m Shoes) 11.7 m Shoes) 127 m Shoes)1 5 . 5 P S I

3.4 PSI

1.9 PSI

(106.9 KPa)

92.4 KPa!

82.1 KPa)

W E I G H T SLift crane with basic 70 ft. (2 1 .33 m t crane boom:

38" S h o e s

4" Shoes

0" Shoe s

(96.5 m Shoes) 111.7 m Shoes) 127 m Shoes)3 0 5 , 5 2 5 # 07 ,680# 11,280#(138586 kgs ) 139563 kgs.) 141196 kgs )NOTE: In accordance with varying material situations andthe Company's policy of constant product improvementthese specifications subject to change without notice andwithout incurring responsibility to units previously sold.

,OOM AND

9 2 H B o o mL e n g t h

F t.

Ma ximum J ib Length

No.9F t.

N o . 9 H LF t.

N o . 1 5F t.

No. 16HLFt .

2302202 1 0

05 0

08 0

0

5 00

701 0 0

M E T R I C

9 2H B o o mL e n g t h

M

Ma ximum J ib Length

N o . 9N i

No. 91ilM

No.15M

N o . 1 6 1 - I LM

70.167.164.0

015 .2

02 4 . 3

01 5 . 2

021.330.5

Page 5


6/7

U

V SAN MODEL 9299 CRAWLER CRANE

A ,r

C rD

0

MN i

co

GENEFt .

A . Width of Cab

11'0"

A, Width over counterweight 13'2"B. Height over cab 13'7-1/8"C . Tailswing 17'0"D . Center of pivot to center of boom

foot 5'0-3/4"E. Ground to center boom foot 6'9-1/8"F . Height over A-frame, Lowered 14'6-3/4"F,. Height over A-frame, Raised 24'6-1/8"G. Ground to bottom of counterweight 4'4-3/8"H . Minimum ground clearance undercrawler base 1'9"I . Crawler bearing length 22'1-1/2"J . Center to center crawler tumblers 20'9-1/2"K . Overall length of crawlers 24'10-1/2"

DIMENSIM

t.

3.35

. Width of tread shoes (ST.d.)

4.01

idth of tread shoes (Opt.)

4 . 1 4

idth of tread shoes (Opt.)

5 . 1 8

. Overall width over crawlers

Extended (with 38" shoes)

1.53

verall width over crawlers

2.05

xtended (with 44" shoes)

4 . 4 3 verall width over crawlers7 . 4 6 xtended (with 50" shoes)1.32 ,. Overall width over crawlers Retracted (with 38" shoes).5 2 verall width over crawlers6 .74 etracted (with 44" shoes)6.33 verall width over crawlers7.58

etracted (with 50" shoes)

44 .38" .50" 1 .

8'3" 5.

8'9" 5.

9'3" 5.

5'9" 4.

6'3" 4 .

6'9" 5.

PERFORMANCE1 .2 9 K m P H

2 .2 8 R P M

Lbs. KgsComponents removable for shipment:

Counterweight

05,000 4 7 6 2

Boom outer

0,070 4 5 6

Boom inner

,200 2 8 1

Telescopic boom stops 00 13Outer bail assembly ,450 111A-frame ,900 1 7 6Side frames, 44" shoes(2) 7,400 3 0 5 7Crawler axles (4) 1,680 5 2 9Torque tubes (2) 20 4 1Carbody

4,200 10977

T R A V EL S P E E D -

0.8 MPH

SWING SPEED-

2.28 RPM

SINGLE LINE SPEED:Crane, Clam 165 FPM 50.29 MPMDragline 145 FPM 44.19 MPMMagnet, Drag-Hoist 200 FPM 60.96 MPMThird Drum 192 FPM 58.52 MPMOr 142 FPM 43.28 MPMLINE PULL:Crane, Clam 40,000 lbs. SLPDragline

45,000 lbs. SLP

Magnet, Drag-Hoist 33 ,000 lb s . SLPThird Drum

15,000 lbs. SLP

or

21,000 lbs. SLP

Performance figures are based on machine equipped with standardengine .

1 8 1 4 0 k g s .20430 kgs14980 kgs .

6 8 1 0 k g s .95 30 kgs .

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ADIUS FROM CENTER OF ROTATION

AMERICAN MODEL 9299 CRAWLER CRANE WORKING RANGES

american hoist 9299

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