GRÚA ESTRUCTURAL

AMERICAN 5300  

 

 

Avda. Presidente Riesco 5335, Piso 11, Las Condes, Santiago - Teléfono: (56-2) 476 04 50 y (56-2) 476 04 51 www.propuerto.com

Avda. Presidente Riesco 5335, Piso 11, Las Condes, Santiago - Teléfono: (56-2) 476 04 50 y (56-2) 476 04 51 www.propuerto.com

www.propuerto.com

GRÚA ESTRUCTURAL

AMERICAN 5300

Descripción Marca AMERICAN Origen EE.UU Modelo 5300 Serie 830303135F Año Fabricación 1983 Motor Detroit 1043-500 Serie Motor 4A0260860

Capacidades Máxima de Levante 63,5 Ton

Ganchos Gancho Principal 70 Ton. Gancho Auxiliar (bola) 6,8 Ton.

Pluma Largo Total 130’ Jib 30’

Pesos y Dimensiones Peso Total 76.000 kg Contra Peso Max 18.145 kg Tamaño Orguas 36’

Avda. Presidente Riesco 5335, Piso 11, Las Condes, Santiago - Teléfono: (56-2) 476 04 50 y (56-2) 476 04 51 www.propuerto.com

www.propuerto.com

Rendimientos Combustible Diesel Rendimiento Combustible 14 lt/hr

Volumen de Transporte Camiones Rampla 2 Cama baja 1

Documento Legal que acredita propiedad: Escritura Pública Nº 5519/2003, 08.04.2003

AMERICA]I'

5OO SERIES

CRAWLERCRANES

OPERATINGAND

MAINTENANCEMANUAL

AND

TRUCKCRANES

AMER|CAI{ CRANE CORPORATION, 202 RALETG}i STREET, WlLillNGTON, }¡e 28412

e¡nnhcliet\

AMETICAN HOISI A DERRICK COMPANY

MACHINE CONCEPTModel 5300500 Series Enviromental Cab

.,

GENERAL DIMENSIONS, WEIGHTS AND PERFORMANCE

f¡110000260

General Dimensions

J

Center of pivot to center of crane boomGround to center of crane boom foot

Tailswing with A-frame lowered

He¡ght over retractable A-frame (Retracted)Height over retractable A-frame {Raised)Ground to bottom of counterweiohtMinimum clearance under base

Tai lswingt , r -ó- | |¿

(3.1 m )(3.3m )(3.7m)(4.2m )(1.1m)(1.6m)(3.4m)(5.5 m )(1.0m)(36.2cm)(4.8m)(4.6m)(5.3m)(81.3cm)(91.4cm)(91.4cm)(4.8 m )(4.9m )(3.5m)(3.6m)

Center to center crawler tumblersCrawler bearing length

Tread width (Opt¡onal)

5'-1-3/4"11',-3-1/4"17'-10-1/2".t -.t- | /.+

1'-2-1/4"15'- 10"14'-11"t / -oOverall length ol crawlers

Tread width (JO

W¡dth of crawler shoes (Opt ionalOveral l width over crawlers 32" 181.3cm)Oveiall width over crawlers 36" l91.4cm)

N.l . Overall width over crawlers 32" (81.3cm)Overal l width over crawlers 36" (91.4cm)

Printed in u.s.A.4/81

shoes (Extended)shoes (Extended)shoes (Relracted)shoes (Retracted)

(otER)Ílrl000u2S8

- - - -1 1 ' -4"

15' , -8"ro -u

AMERICAN

A. Width of cab----- ---10'-0"o.

D.

t - .

Tt .

H.t .

K.M.

M1.M2.

N.

Height over cab

t l -o

' amhclist MACHINE CONCEPTModel 5300500 Series Enviromental CabAMERICAN HOISI & DERTICK COMPANY

Performance

TRAVEL SPEED 1.0 MPH (1.6km/hr.)

165 FPM 150.3mlmin.)212 FPM (64.6m/min.)

SINGLE LINE PULLL¡ft CraneTh¡rd Drum

20,600 lbs. (9,072k9) SLP15,000 lbs. (6,804k9) SLP

Performance f igures are based on machine equipped with standard engine.

Weights

5300 Crane with40'(12.2m) 46H boom .. 109,100 |bs.40' (12.2m) 47H boom .. 108,200 lbs.Counterweight 40,000 lbs.Crane boom outer46H 25,000 lbs.Crane boom inner46H 1,820 lbs.Crane boom outer4TH 2,425lbs.Crane boom inner 47H 1,600 lbs.Side Frames with 32" (8l.3cm) shoes (2) 20,300 lbs.Crawler Axles (2 ') . . . . . 5,650 lbs.Axle extensions and torque tubes , . . 1,500 lbs.65 ton (59mt) crane block .. 1,200 lbs.70 ton (64mt) crane block 1,325 lbs.

Ground PressuresCrane with 40' (12.2m) and type "T-T" counterweight;

32" (81.3cm) Shoes 36" 191.4cm) Shoes8.9PSl 8.0PSl

(coNTTNUED)fit00002s8

. ' '

(49,4sskg)(49,080k9)(18,144ks)(11,340k9)

(826kg)(1,100k9)(726ks)

(9,208kg)(2,563k9)(680k9)(544k9)(601ks)

Printed in U.S.a4/81(R 1-5, /81)

HYDROSTATIC SWING ---- -----0 to 3.8 RPM

FRICTION SWING 3.5 RP¡¿

SINGLE LINE SPEEDL¡ft CraneTh¡rd Dru

Page 45

ernnhc¡ist MACHINE CONCEPTModel 5300500 Series EnviromentaluaoAMITICAN HOISf A DETRICK COMPANY

Load Hoisting Data

Based on 7/8" IPS Rooe

Based on 2.23cm IPS Rooe

Boom And Jib Erection.

'Erection over Íear w¡th ¡dler tumbler blocked and "T-T" counterwe¡ght

MinimumLifting

CapacityIn Pounds

MinimumParts Of

LoadLine

MAXIMUM HOISTING DISTANCE - FEET

RH Drum WithControlled

Load Lowering

LH Drum WithIndep. ControlledLoad Lowering

LH Drum WithoutControlled

Load Lowering140,000138,4001 t8,62098,85079,08059,3r039,54019,770

8

32I

64

103129172¿t6

517

ou

101151303

79

198

MaximumLifting

CapacityIn Kilograms

MinimumParts Of

LoadLine

MAXIMUM HOISTING DISTANCE. METERS

RH Drum WithControl led

Load Lowering

LH Drum WithIndep. Control ledLoad Lowering

LH Drum WithoutControl led

Load Lowering

62,78053,81044,84035,87026,900f7,930

a q7n

I

43

ro 6

¿¿,o¿ó,¿31.439.352.4

157.6

11.313.115.2le t

22.930.846.0

14.917.120.124.130.240.260.4

120.7

Boom

BoomLength

Maximum Jlb LengthNo. 9 J ib

troot Meters Faat Meters46H 160

IEA

150145

44.647.245.744.2

02040

oo. l

12.215.2

No. 7HL Jib47ti 170 51.8 60 18.3

Printed5/81

in U.S.A. Page 46

BOOMLENGTHMETERS

RADIUSIN

METERS

BOOMANGLE

DEGREES

SIDEFRAME S

RETRACTED

SIDEFRAUES

EX?ENDE D

METERS FROMBOOM POINTTO GROI'ND

12. L9M(40')

J. I

4.0

6.07.08.0oñ

r0.0l t .0l t

^

6U.67 8.7

66.4OI I) . f .b

49.7

JJ. ó

0.J, 500*63,500'r62,46049 ,5604t,03030,42024, r00lq Roñ

l6, 910l4, 66012,920t t (?ñ

I?

ta <

lJ.4

13.3t , ! |

t2.7l ) ,

I1.610.99.98,7t t

13.7 11(4s ' )

?!

o.u

8.09.0

10. 0I 1.0

13,0

80.880.0

69. I64.659.854.949 .643.9

29.9

ó3' 500' t63,500' l62,4604l , 00030,39024,06019, !s0r 6, 860t 4, 61012,87011 , 47010.330

I5l5. lr5.0

14.414. 0

12.8

l l . l9.98.4

15. 24M( 50' )

4.0.1. .)

o.u

8.0on

10.011.0r 2.0t , l n

I4. U

I) .U

ct 070 r

7< t

1r a

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32.2

o3 r 500tr61,660*49,53040,99030,37024,040l9,83016,84014,59012,84011,440l0, 300

o , lqn

8. 560

I616. 516.4I ó.316. 0tq Á

t< t

14. 613. 9

t2.2

7<¡

r6.76Mlsqr ' \ 7.0

8.09.0

I0. 0I1.012.0

E0.87 8.3/o.o73.069. 4bf . /

o1.v

58.0)J. ó

4t . )

ó1,380*49,5I040,96030,33024,00019,78016,7 90t¿+, l4u12,7901 1, 390

t818. 017. 9l / .o

16. 9t6.415.8t) . rl¿t .J

AMERICAN ¡TOIST & DERRICK CO.sT. PAUL, MTNNESoTA 55107

Printed ln U. S. A.07:23:28- l I -13-81

MODE1 53OO CBATLER CRANE RATINGS INKILOCR¿MS 46ER ANCI.E BOOM - 4-SI{EAVE40, OOO LBS COI]NTERWEIG}IT

Page I of 13 Sheet 5300.27M

BOOMLENGTHMETERS

RADIUSIN

I,tETERS

BOO!.1ANGLE

UÉ(,KIE¡

S IDEFRAMES

RE TRACTED

SIDEFBAMES

EXTENDED

¡{ETERS FROMBOOU PO INTTO GROI'ND

L6 .7 6t4r. i . 0L4. u

t5.0r 6.0

44. E39.7J¿I. I

lu, z5uq ton

8,s107.820

12.3t l .0

o?

r I .291t(60')

4.0q. . l

6.0

8.0on

10. 0I l .012.0l1^

14. 0

16. 0

18. 0

80.970 1

'r1 , ,

ot . t

64.460.9

49. 445.2. f u. b

29.7¿2. o

55,880*49,49040,94030,3r0,? oon

19, 76016,78014'520t2,7 7O11,37010,2309,2808, 5007, t007 ,2Ooó.680

t9.619. 5t9 .4ro ,ta o

r8.5l8. lLt.o

17.0IO.J

r . ) . )14. 5IJ. )la 1

10.68.6

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6.0

8.09.0

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12.0r3.01.4. 0

16. 017. 0r 8.019. 0

E0.780.278.7' r< 1

ob. )OJ. J

60. 1. f o. /53. I49.4. t ) . )

4I .J

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31.5z).4

7 ?ln

6,6606, 1105, 6105,1804,7 904.450

49,46040,91030,27023,94019,71016,730t4,4701) 7tñ

I I ?tñ

10, 17 0a'r tn8,4507,7507, l5o6,6306.160

z!t t I

21.020.820.5tn I

19.7to ?

Ió. /

18.1

16.6

14.6IJ.4

r l .910. I

21.34\1(70')

D.U

8.09.0

10. 0t l at

IJ.U

14. 015.0

EO 9/o.ó7 4.0

Dó.I

65.4

59. 3(Á r

52.849.4

7 ,2906,6206, 070

4y, uy ui30,24023,9I019, ó7016,690r4,44012,680l l ,28010,130

9, 1808,400

zz.b22.3

21.8

21.0

lo o

19.3Ió.O

I7.8

AUERICAN EOIST & DERRICK CO.sT. PAUL, MINNESoTA 55r 07

Printed in U. S.A.07:23:28- l l -13-8I

MODEL 53OO CRAI^'LER CRANE RATINGS INKI],OGRAMS 46HR ANGLE BOOM - 4-SHEAVE40,000 LBs couNTERwErGltT

Page 2 of 13 Sheet 5300.27M

A!,,ÍERICAN HOIST & DERRICK CO. MODEL 53OO CRAI^'LER CRANE MTINGS INsT. PAUL, MINNESOTA 55107 KILoGRiMS 46HR ANGLE BoOM - 4-S¡IEAVE

40, OOO L3S COIJNTERÍIE IGET

BOOMLE NGTHMETERS

RADIUSIN

METERS

800-rANGLE

DEGREES

S IDEFRAMES

RETRACTED

¡ IUE

FRAMESEXTENDED

METERS OMEOOM PO INTTO GROUND

21.34t1(70'¡

ro.017.0r8.019. 020.0

45. /4r.9

5,5/U5,1304,7 50

+, t IU

t , t tu

6,5906,1305.710

r 5.8t4.613.2t t <

22.86M(7s ' )

75.56.0

8.09.0

r0.0l t

^I 2.0

14.0lq

^r6.017.0r8.0r9.020.0

EI.O78.977.7

t t <

69.8o/.r64.4ol.o

)6. I

52,649.446.042.4

34.324.0

8, 0307,2306,5506,0105,5i05,0804,6904,3504,0503.530

45,58034,7 6030,20023,86019,62016,65014,38012,63011, 230t0,0809,r208,3507,1607, 0ó06,5306,07O5, 6604.960

24. r24.023.9

23.423.0¿¿.o22.22t .7, t I

20.419. Ile o

18. 017.0r5.814.410. 9

24. 3 8lr(80' )

5 06.01^

8.09.0

10. 0

14.0l<

^16.0r 7.0r8.019.020.0

¿4. U

ó 8t6.4

/O¡U

/J. O

7l I

68. 66ó. r63. 560.858.I. f ) . J

52,449.3+o. ¿42.81(¡ ?

3t.r20.

8,0307 1t^

6,5406, 010), ) ru5,0704,6904, J)U

4,0403 ,5203. 100

40,83030, 18023,850r9,610L6,64014,38012,620t1 t , r^

10, 07 0o t rn

8,3507,6507, 0506,5306, 0605,6504,9504.380

25.6

25.2

23.9

22.922.3

20.9rñ I

lo ,

18. I17. 0l4. l

10.0

?q orM

(85' )

5.26.0

8.09.0

I0. 0I I .OLZ.0

E0. 979. I7 6.9

69 .9o/.o65. I

8,9407 ,97 o

38,11030,14023,80019,560l6, 59014,32012,570r i , t60

¿o.ó26. )¿o. ¿t< o

z). )t< I

Printed ln U. S.A.0 7 : 23: 28- I I - 13-8I

Page 3 of 13 Sheec 5300.27M

AMERICAN BOIST & DERRICK CO. MODEL 53OO CRATLER CRANE RATINGS INsT. PAUL, MTNNESoTA 55107 KILoGRAT{S 46llR ANGL¡ BoOM - 4-SITEAVE

40, OOO LBS COUNTERI{E ICET

BOOMLENGTHMETERS

RADIUSIN

I'fETERS

BOOMANGLE

DEGREES

SIDEFRA.IIE S

RETRACTED

SIDEFRAMES

EXTENDED

METERS FROMBOOM POINTTO GROUND

25.91M1ns, )

I3 014.0IJ. U

r6.017.018.019.020.0) t

^24.0

o2 7

)+.><t t

49.340. J

JO. J

27.9

7,1606,490q oqn

5, 4505,0204,6304,29O? oqn

3,4703. 040

10,0209, 0608,30C7,6007, 0006, 4806, 0105, 6004,9004. JJU

24.0

22.8

21.220.319. 3tb.9r1 ' l

27 . 43Vl(90'¡

6.0

8.0on

r 0.0t1.012.013.014.015. 016.0l '7

^18.0lo

^20.0

24.026.0

EO. E

t t I

oó. v66.6o.t . I

62.059.6) t .L

54.6

49. 34b,)

40.4

24.9

8,8907 0)^

7,1206,440q otn

5, 4104,97 04,5904,2503, 9403,4202,9902.640

34,69030, 10023,77 0I O <tn

1,655014,29Ot , s, ln

I 1,¿20o 07ñ

9,0208,260/,)ouó, 960o,.rJU< 07ñ

5, 5604,8604,2903.810

28.6¿ó.o28.428.r¿t.óa1 <

26.7

25.825.2z+.o23.923.2

t t <

lo 1

L6.7r3. I

28.96t4lqs ' \

o. u

8.0on

t0.0

t t ^

r 3.0r4.0tq

^16. 017.018.019.020.0

24.0

80.980.37q I

70.067.965.8oJ. o

OI.J59. l56.7J4. J

49.343.8

10,0308,8407,8607 ,0606,380< esñ

4, 9104,5304,1903,8803,370, o?n

32,66030,06023,720t9 ,47Ol6, 500t4,230t2,48011, 070o orn8,9608, 2007, 5106, 9106, 3805,9ZO5, 5004, 8004,23O

30. I29.9'ro 7

29.429. L28.828.428. 0

27.0

25.825. r24.3t1 <

¿L.O

Printed ln U. S. A.n7. r 1. re- l l - l?-Rl

Page 4 of 13 sheet 5300.27M

AMERICAN HOIST & DERRICK CO. MODEL 53OO CNAI.¡LER CRANE MTINGS INsT. PAUL, MÍNNESoTA 55107 KILoGRá,!ÍS 46HR ANGLE B00M - 4-SHEAVE

40, 000 LBs couNTERf.¡EIcHT

BOOMLENGTI{METERS

RADIUSIN

METERS

B OOMANGLE

DEGREES

SIDEFRAI,IES

RETRACTED

. SIDEFRAMES

EXTENDED

METERS FROMBOOM POINTTO GROUND

28.9614(95')

¿o 0z8.o

30,721.8

2,5802.280

3,7 50J. J)U

16.412.3

3 0.48M( 100' )

5.96.0

8.0o^

10. 0l l .0l2.o13.0

15.0r ó.0

18. 019. 020.01r.,

^24.026.02a

^30.0

E1.080.878.97 6.97 5.07? ñ

7l I

69.Io/ .u6 5.0a1 0

ou.ós8.656.354. 1)L. t46.7. f ¡ , .J

J. ] . J

28. rt8. ó

10, 0008, 8007,8207 ,0206,3405,8205,3204,8804,490+, l )uJ, ó)U

2,9O02,5402,240l . 990

30, E5030,02023,69019,44016,47Ot4,20012,440I t , 0309,8808, 9308, 1707,4706,870O, J)U

5,8805,1704,7704 ,2003,7 203,7202.980

31.7

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31. 0an 7

30.0¿t. o

28.728.z

25.5¿J.ó)1 ' l

L9 .2tq o

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32.0C0{( r 0s ' )

6,2

8.09.0

10. 0l l .0

13. 0T¡I .U15.016.0t7.0r 8.019.020.0' ) t

^24.0¿o. u28.030.032.0

80.979, 4

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72.0

oó. ¿66.364.362.3ov. z)ó. r56.0

+). J

44.338.9JZ.ó

t5.2

t1,4509,9408,7 407,7706,9606,2805, 7605,2604,8204,4404, 1003,7 901 ',r1^

2,8402,4902, j801,9201,700

28,45023,650l9 , 39016, 42O14, 150l , 10n

10,9809, 8308, 870I, LZo

6,8206, 3005,8305 ,4204,7204, r403,6603,260', ot t\

2,620

JJ. ¿

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30.930.4to o

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Printed in U. S.A.07 : 2 3 : 28- I I - l3-81

Page 5 of 13 Sheet 5300.27M

AMERICAN I{OIST & DERRICK CO. MODEL 53OO CRAÍILER CRANE RATINGS INsT. PAUL, MINNESoTA 55107 KIIoGRAMS 46ER ANGLE BOOM - 4-SHEAVE

40, 000 LBs CoUNTERWEIGITT

B OOMLENGTHMETERS

RADIUSIN

METERS

BOOMANGLE

DEGREES

SIDEFRAME 5

R-ETRACTED

J .t IJE

FRAME SEXTENDED

¡.,fETERS FROIlBOOM PO INTTO GROUND

33. 53M( r lo ' )

6.4

8.09.0

10. 011. 012.013.0t4.015.0t6.017 .018.019. 020.022.024.0¿o.u28.030.0

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45.942. LJO. T

t t ,4009,8908,6907,7206, 9106,3005,7105, 2104,7804,3904, 0503,7 503,2202,8002,4402, r401,870l . 650

z7 ,Q3O23,60019,350r 6, 38014, I l012,34010,9309,7808,8908,0707,3806,7806,2505, 7805,3704,67 04, 1003,620? , tn

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Prlnted in U. S. A.0 7 ¡ 2 3 : 28- I I - l3-81

Page 6 of 13 SneeE )JUU. ¿ / r ' , l

BOOMLENGTHUETERS

RADIUSIN

METERS

BOOMANGLE

DEGREES

S IDEFR3¡,IES

RETRACTED

SIDETRAMES

EXTENDED

METERS FROM'BOOU POINTTO GROUND

36.58M(L2Ot )

I0.0r 1.0t , ) n

ia ^

r5.0r6.017.018.0to 11

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24.0

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3,6603, 1402,7202,3602,050I 70n

l ,560l ,3701. 200

14,030t2,26010,8509,7008,8108,0007,3006,7 006,t7O5,7105,29O4,5904,0203, 5403, 1302,7902,49O, ' ta^z-boo

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24.0

)e ^

30.032.0J4. U36.038. 0

81. 0

78. 076.5

71.8

68. 6o/. u65.4oJ. /

62.0OU. J

)D. ó

49.2¿+). _t40.7

30.3

l+. )

r3, 150tL,260

o 7 (n

8, 5507,5706,7706,1605, 5805,0804,6404,2501 0rn

JrOIU

3, 0802,6602,3002,0001,7 401, 5101,310i ,130

980

22,980t9 ,220l6,26013,980IZ,21010,800

o Á qn

8,7607, 950

6,6506,1205,6605,2404,5401 OAñ

3,4803,080t 71ñ

2,4402,1701, 950I 7 qñ

39.038.8JÓ. O

Jó.4

Jat. . t

Jt .o

37.0JO. O

Jó. Z

35.2

JJ. q

32.030.428.626.423.920.816.9

39. 6a4

78.09.0

10. 011.0l t

^

80.980.0/ó. )

7 4.0

14,60013, 100Lr,22O9,7008, 5007 ,520

t t sqn

19,17016,22013,940LZ,170r0,750

40.74U. O

40.4

39.9

A¡{ERICAN HOIST & DERRICK CO.s?. PAUI", MTNNESOTA 55107

Prtnted fn U. S.A.n7.t1. te- l l - t?-Cl

HODEL 53OO CMI^ILER CRANE MTINGS INKILOGRA},IS 4óHR ANGLE BOOM - 4-SI]EAVE40,000 LBs cbuNTERf"rE rcET

Page 7 of 13 Sheet 5300.27M

BOOMLE NGTHI.{ETERS

RADIUSIN

METERS

BOOMANGIE

UE('IfE.trJ

SIDEFRAMES

RETRACTED

SIDEFRAME S

EXTENDED

METERS FROMBOOM POIMITO CROUND

39.6a4(130,)

I3. 014.0

t6.0

18.019.020.022.024.0

28.030.032.034.036. 038. 0

7 r .069.567.966.464.8

D1.)

58.2

ql I

JÓ. ó

JJ. Y

zó. J

6,7 206,110

5, 0304,5904,2003,870J,JOU

3,0402,6r0, ) <(l

1, 9501,6901,460l , 2601 ,080

930

9,6008,7207,9107 ,2!O6,6006,0705,6105,1904,490? oln

3,4403,0302,690, 10n

t l ' tñ

l , g0oI.700

39.4?o n

JÓ. J

' lÁ o

36.4J). Z

33.932.4

28.7¿o..+, r l ' f

20.316. 0

41. 15M

7.68.09.0

10. 0

! t ^

11n

r4.015.0r 6.017. 018.0lo n

20.022.0

26.0te ñ

30.01'

^J 'T. U

36.038. 040.0

EO.980.47 8.911 <

/o. l

7 3.2

7ñ ' t

oó. ó

bJ.6

59.556.2)2.ó

49.2

JD.Y?, n

26.3!o I

r 4, 01013,05011,160

9,6408,450

6,6606, 0605,4704,9904,5404, 1503, 8lo3, 5102,980t q<ñ

t lqn

t , 8901, 630l ,4001, 2001, 020

870740

20,850lo t?n

16, 17013, 88012,12010,700

o qqn

8,6707,8507, 1506,5506,02O5,5605,1404,4403, 8601 1eñ

2, 980¿roJU

2,3402,07 O1, 8401,6401.460

42.242. I

4r .741.)

41.241.040.6

39.939. s39.1JÓ. O

Jó.I17

^J). ó

32.7

28.8¿o. J

19.815. 0

42.67v(r40')

t .ó

8.09.0

r0.0I 1.012.0

8 1.080.7

78.0

7 5.2

I 3,4 7013,00011,120

9,6008, 4007,420

l9, 82019,09016,r30t 1 aqat

12, 080I0,660

43.7

43.I42.8

A}IERICAN HOISI & DERRICK CO.ST. PAUL, MINNESOTA 55107

Printed in U. S.A.0 7 ¡ 2 3 : 28- 1l - 13-81

MODEL 53OO CRAI,¡LER CRANE MTINGS INKIIOGRAI.ÍS 46I{R ANGLE BOOM - -SIIEAVE40, OOO LBS COUNTERÍ,¡EIGHT

Page 8 of 13 sheet 5300.27M

AMERICAN ITOIST & DERRICK CO. MODEL 53OO CRAWLER CRANE RATINGS INsT. PAUL, MINNESoTA 55107 KILOGRjMS 46HR ANGLE BOOM - 4_SHEAVE

40, 000 LBs couNTERr{EIeBT

B OOMLENGTHMETERS

RADIUSIN

METERS

BOOMANSLE

uf. (,l(EE5

SIDEFR}¡4E S

RETRACTED

S IDEFRAME S

EXTENDED

METERS FROMBOOM POINTTO GROI]ND

42, 67r"1( 140, )

i3.01¿+. U15. 0r 6.017. 0r 8.0to

^

22.0

28.030.0?t ñ

36. 038. 040.042.0

/3.8

7t.o69.668. Ioo. /65.2

ou. /

)4. J

50.9

. rJ. o

35.230.2

r6.6

6, 6206,0205,4304,9404,5oo4r l l03,7703,4702,940, qr ñ, r qn

I , 850I <On

1, 360I, 160

990830O'U

580

9,5108, 6307,8107 ,1206,5r05;980q qrn

5,1004, 4003,8203,3402,9402,59Ot to^

, n?ñ

1, 800l , 600l , $01,260

42.6

41.9

40.840.339.838.837 .636.2. t t ' f

33.0?t n

28.826. Lt1 n

19. rlJ .ó

44.2W(145' )

cl

9.010. 01r. 0r 2.0

14.0l) .u16. 017. 018. 0r9.020.0),

^24.026.028.030.0?,

^34.0JO. U

38. 040.042.044.0

80.9

78.411 1

11 ^

68.9o/.)66.1

61.8)ó. ó

52.549.245.7

37.9

28,4

14. 0

LZ,7 20r r ,0609, 5508,3507,3706,5605,9605,3804, 8804,4404,050I 7 ' , r

^3, 4102,8802,4602, 1001,7 90t q1ñ

1,300r, 100

930770630510

0

i8,69016,08013, 80012, o3ol0, 6109,4508, 5807,7707,0706,460c o?ñ

5,4605, 0504,3503,77 0t ton

2,8802,5402,240r,97 01, 750I,5401, 360I, 200I .050

44.944.644.4

43. 8

42.842.442.041.). lu. )

39 .4Jó. I

JO.O

J). U

J). ¿

31.I28.725.922.6Ió. J

45.7 TtI J

9.010.0t I .0

81. 080.178.877.5

12,2401r,0109,5ooq to^

l7 , 980l6 , 03013,750l l , 98o

46.746.646.446.2

Pt inted in U. S. A.07:23:28-11-13-81

Page 9 of 13 Sheet 5300.27M

AMERICAN HOIST & DERRICK CO. MODEL 53OO CRAI{LER CRANE MTINGS INsT. PAUL, MTNNESoTA 55107 KTLoGMMS 46HR ANGLE B00M - 4-SIIEAVE

40, 000 LBs couMERr,rE Icr{T

BOOMLENGTHMETERS

RADIUSIN

METERS

BOOM

DEGREES

S IDEFRA}IES

RETRACTED

SIDEFRAME S

EXTENDED

I4ETERS FROMBOOM POINTTO GROUND

45.7 2r4(150' )

rz.013. 0

16.017.0r8.019. 020.022.024.0

28. 030.01'

^34.0JO. U

38. 040.042.044.0

t6.z

/J.O

1a a

71.0

68.367 .065.6o¿.ó60.0<7 n

54.050.8

44.0

' ¡ t ?

20.3

tr32O

5,9205, 3304,8304,3904, 0003,670

2,8302,4102,050r,7 401,4801,2501 ,050

870730580460

0

r0r 57o9, 4108, 5407,7207,0206,4105,8805 ,4205,0004,3003,7203,2402,8302,4902,190r ornl ,690l ,¿901,3r0I ,1501.000

46. 045.74).4

44.844.444. L

43.242.2

39. 9Jó. )

3s.3JJ. J

3l. l28.625.622.017 .4

47.2411l lqqr\

8.69.0

10. 0r l .0

r3.014. 0! ( a1

Ib.U

17.018. 019. 020.0

24.026.028.030.0?,

^J4. U

JO.U

38.040.042.044.046.0

80.980. 479.271 0

l) .q

72.9/ l .o

70.369.1

66.4oJ. o

OI.U)ó. z) ) . J

)2. . t

49.245.9

)ó. I

J+. D

30. I¿.+. ór8.2

I r ,680r0,9509,440I,2407 ,2606,4505, 8605,2804,7804,3401 A qn

3, ó103, 3002,780, 1qnI OOn

l ,6901,4201,200

990820bbu)JU

000

, Il ( oon

l3,7lol l , 93o10,510

9,3508,4807,6706,9706,3óo5,8305,3704,9504,2403, 6603, 1802,7802,4402,1301, 870r,6401, 4301,2501,090

920*7 7Q*

48.248.148.0¿+t.ó

46.746.44b. r4). I

43.942.94t.740.438.911 ' '

J) . . )

5J. ¿l

3l. l28. 4

Prlnted In U. S. A.07:23:28- l t - 13-81

Page l0 of l3 Shee t 5300. l7M

A}IERICAN ITOIST & DERRICK CO. MODEL 53OO CMI.¡I.ER CRANE RATINGS INsT. PAUL

' MTNNESOIA 55107 KrLocRAMs 46HR ANGLE BooM - 4-st{EAvE

40,000 L8s corrNTERWE IcnT

BOOMLENGTHMETERS

RADIUSIN

METERS

B OOMANGLE

DEGREESFRtlYE S

RXTRACTED

SIDEFR,{MES

EX?ENDED

METERS FROMBOOM POINTTO GROI'ND

48.77r,1(160')

6.89.0

10. 0t i .0

I4. 015. 0IO.U

t7.018. 019. 020.022.024.0¿o.u28.030.0

J'T. U

JO. U

38. 040. 042.044.046.0

80. 980.779.5ló.J71 1

t >.y

71.0

oó. )

64.662.0qo I

s6.5

47.644.340.827r

JJ.U

28.4t . l A

r r ,28010,9209, 4I08,2007,2306 ,420q clnq tqñ

4,7 504,310? o ?n

3,5803,2702,7 50t ' t7t \

1, 9601, 6501,390I, 170

960780630490

000

16,490t 5, 95013,670r r , 89010,480

q l rn

8,4507 ,630ó,9406,3305,800q 1?o

4,920

J, OJU1 | An

2,7502,[0o2, 1001,840l , 610Ir400

1,06088 0't730*

49 .749.7.+t . )

49.148.948.648. 348. 0

46.94b. )

45.644.6

42, 340.9J' . J

J). b

1' , t ^

.28. r24.8¿v. o

These ratlngs co'ply rrl th ANsr 830.5 code. They are appllcable only when thecrane ls used ln accordance l¡rifh good operatlng practLce, including thel leLtat lons sho¡¡n on Page 3499 of the operatorrs oanual .

) Ratltrgó are ln kilograns and do not exceed 752 of the load whlch wouLd causecippLng at the given radil' erlth crane standlng level on a firr¡ unlfornlysupport lng surface.

Aster lsk (*) areas on thls chart lndlcate rat lngs whfch are 11¡r l ted by strength ofna¡er ia l or factors other than stabi l l ty .

'RADIUS IN METERS" 1s the horlzontal dlstance at ground level fron the cenrer pinto a vert lcal 1 lne lhrough the center of gravi ty of the suspended load.

Fr inted in U. S. A.07:23:28-11-13-81

Page l I of 13 Sheet 5300.27M

AMERICAN IIOIST & DERRICK CO.sT. PAUL, MINNESoTA 55I07

;Rattngs shor.¡n on thls chart Dake no alloirance forfreely suspended 1oads, w1nd., ground condl i ions,therefore, shal l reduce rat lngs ln order, , to take

c/ 6The boon hoist l lne 1s l0 parts of l5.88om dlaneter 6 x

- EIPS, wlre rope w'lth a nlnftoun breaklng strength of not

\ k l lograEs.

Pendant suspension line ls 2 perts of 28.57om MoNoLAY wlth astrength of 63,775 kl lograns.

>/^ | a

Maln load line Ls 2?.23'¡f! dlaneter 6 x 25, F1,¡, RRL, II,¡RC, IPSnfnlnr¡m breakfng strength of not less than 31,389 kl lograrns.

Prfnted in U. S. A.07:23:28- 1l-13-81

MODEL 53OO CRAIILER CRANE RATINGS .IN

KILOGRAMS 46ITR ANCLE BOOM - 4-SHEAVE40,000 LBs cot NTERWEIG|T

such factors as the ef fect ofand operatfng speeds. the userthese condi t lons lnto account.

26, t¡S, FI{, RAL, I}iRC,less than 18, 688

uinfntn breakfng

t{ l re rope n1th.a

Sheet 5300.27M

Blocks, s l ings, buckets and other load carry ing devices are consl .dered pai t bf the1oad. The !¡elght of standard hoisting ropes for the rating at a gl.ven radlf h¿sbeen calculated as part of lhe boon potnt load and need not be consldered 1ndeterElning net al lowable loads.

i

When using the oaln boom fal1 wlch Jib fn place, the nel.n falJ. ratfngs ¡¡ust bereduced by the jlb effective Írelght shonn on the Jfb ratlng chart. Ttre welght ofall suspended blocks, sl1ngs, etc., at the naln faLl ¿nd tnfce the nelght of anysuch devices at the j1b fall are to be consldered as part of the naln booo 1oad.

Erection over the ldler end wfth A-Fraoe fully ralsed and trdler tu¡0blers blocked.Erectlon over the slde rlth A-Frane ful1y ralsed and side franes extended.Blocks, slings and other load carrying devlces nust be on the ground durlng

lerecEion.

MAXIMI,},I BOOU & JIB SELF-ERECTION DATAOVER END OVER SIDE

BOOM I¡NGTHIN METERS

JIB LENGTI1IN METERS

B00M LENGTH I JIB LENcTt{ \IN METERS I IN METERS

48.7711 (160')47.2414 (155t )45. 72M (150')44.2011 <t45t )

6. ¡0M (20' )9.15¡, f (30' )

r2. 19M (40i )r5.24M ( 50' )

48.77M (160' )47.2414 (155t )45.7An ( 150 ' )44.20U (145' )

6. l0 l r (20t )9.r5M (30' )2. l9M (40' )

15.24M (50' )

Page l2 of 13

AMERICAN HOIST E DERRICK CO.sT. PAttL, MINNESoTA 55107

Prlnted in U. S. A.07:23:28- l I - l3-8I

MODEL 53OO CMI'TER CRANI MTINGS INKILOGRAMS 46HR ANGLE BOOM - 4-SITEAVE40,000 LBs c oITNTERWE IGHT

-3d"

\t

46HRCENTER

( 3.osM)10,

4 6HR

(12.r9M)40,

4 6I{RCENTER

r3. 72n (45 ' )15.24n ( 50t )16.76ú (55r )18.29n (60r )l9.8ln (65r)21.34n (70r)22.86¡ (751 )24.38¡ (80r)25.9In (85r)27.43D ( 90' )28.9ón (95r )30.4h (r00,)32. 00n (105' )33.53n ( t I0r )35. 05Eo ( l r5 ' )36.58n ( 120' )38. r0n ( r25r )39.6h (r30')41. l5m ( 135' )42.6710 ( I40')44.208 (145' )45.72n ( I50' )47.24s (155')48.77n ( l60r )

IIIIIIII

IIIIIIIIIIIIIIII

U

I0t

I0I0I0InI0I0I0I0I0I0

0II

ñtI00II00II

0IInnIIn

ll

U

0I

IIIU

nU

tI1I0U

0U

IIII0

000o000IIIIII1¡I

l)

2¿22

IIIIIIIIIIIIIItIIIIIIIII

LOAD HOISTING INFORMATIONI.{AX II'{I'M LIFTING UTNI}ÍI]M PARTS

U! LINEMA)(IMIJM HOISTING DISTANCE IN METERS

CA?ACITY - KG. RI{ DRTJI'f CLL LH DRUM63,50062,77053,80044,84035,87026,900l7 , 930

N OAñ

5

l9 50zt

26 00J.L ?LJ> 0l52 0178 02

156 05

I4L7l923

3959

I l9

93069l898782

48

Page 13 of 13 Sheet 5300.27M

..APPENDIX A'' - CALCULATING TOTAL LOAD WEIGHT

. 6) we¡qht ot) - <¡o¡át ro ae une¿

@) we¡g¡r ol- RlgEing-Sl¡ngs.Spread€rq

Shacklés, elc.

@ we¡ght Ol Load Block

(¡') we¡shr or- Auxil¡ary FallTackle-

Rop€, B8ll,Blggtng

folal Load =

@+@+@+@

Crane's Lifted Load on Main Fall Includes: Crane's Lifted Load on Ma¡n FallMust Also lnclude J¡b and Jib Tackle:

Weighl OfObiect To 8e Lifted

Weight OfRlgging-Slin9s, Spreaders,Shackles, etc.

Weighl Ol Load Elock

Jib Eflective Weight

fwice We¡ghl Ol JibFall Tackl€-Rop€s, Ball, Rlgging

Total Load =

O*@*@*@.@

NOTE: The weight of the minimumparts of line requ¡red to l¡ft the ratedload has already been cons¡dered ¡nth¡s charl. lt need not be added to theload. This appl¡es only to the load lallbe¡ng used. lf additional parts of l¡neare reeved beyond the minimum re-quired to handle a rated load, or if asecond fall ¡s in place but not used, lheweight of these ropes should be addedto the we¡ght lifted. Reter to the CraneFaling Chart and the Rope WeightTable on the back of this page for ropewe¡ghl reference data.

,,á\t9

@@@

\ i-1Radlug

l /t /I

o@

@

(9

Printed ln u.s.A.3/85(R r-r 2/ 85)

l- Red¡us

Crane's Lifted Load on Jib Fall lncludes:

Weight OfOblect To Be L¡fted

Wé¡ght Ofnlgging-Sllngs,Spreaders, Shackle!, elc.

Welghl OlLosd Block Or Ball

We¡ght OtMsin Fall fackle-Rope, BloclqnlgginE

Total Load =

o-@*@*@

Radius

:ROPE WEIGHT PER GIVEN LENGTH

Use the data in the table below when the total weight of the load being lifted iscalculated, according to one of the Total Load Formulas ¡n "Appendix A", onthe front side of this page.

For lPS, EIPS, or EEIPS W¡re Ropes. For olher ropes, consultspecific chart or the rope manufacturer's own reference dataor user's manual.

ROPE DIAMETER WEIGHT OF ONE FOOT(OR ONE METER) OF ROPE

INMILLIMETERS

ININCHES LBS./FT. Kg/M

12.7

15.9

19.1

)2t

25.4

28.6

31.8

34.9

38.1

41.3

44.5

47.6

3U.ó

aÁ^

57.2

oJ.c

bv.9

112

3/4

7t8

1

1-1t8

1-1/4

1-3/8

1-5/8

1-314

1-7/8

2-1t8

2-1 t4

2-1/2

2-3/4

.46

.72

1 .04

1 .42

1.85

2.34

4AJ

J.CU

4.16

4.88

3.O/

o.cu

/ . \ tY

8.35

9.36

11.6

.14.0

.oat

1 .07

1.55

2.11

3.48

4.30

q)1

6.19

7.26

8.44

9.67

11.00

1e oe

t t .¿o

tn q?

i

i Prlntéd in U.S.A.' , . 12t45