ALL TERRAIN CRANE AR-5500Mekcrane.co.th/wp-content/uploads/2017/08/AR5500M-1_MB.pdf · Telescopic...

10
- 1 - AR Control No. AR-5500M-1-90101 / B-02 ALL TERRAIN CRANE AR-5500M JAPANESE SPECIFICATIONS Refer to the specifications in the separate sections regarding the details of luffing jib. CARRIER MODEL SPEC. NO. FAUN RTF600-7 AR-5500M-1-90101

Transcript of ALL TERRAIN CRANE AR-5500Mekcrane.co.th/wp-content/uploads/2017/08/AR5500M-1_MB.pdf · Telescopic...

- 1 -

AR

Control No. AR-5500M-1-90101 / B-02

ALL TERRAIN CRANE

AR-5500M

JAPANESE SPECIFICATIONS

Refer to the specifications in the separate sectionsregarding the details of luffing jib.

CARRIER MODEL SPEC. NO.

FAUN RTF600-7 AR-5500M-1-90101

ALL TERRAIN CRANE

AR-5500M

JAPANESE SPECIFICATIONS

Refer to the specifications in the separate sectionsregarding the details of luffing jib.

CARRIER MODEL SPEC. NO.

FAUN RTF600-7 AR-5500M-1-90101

CRANE CAPACITYMain boom (MB)14.5 m Main boom550 t at 3.0m (30 part - line x2)18.5 m Main boom330 t at 4.5m (16 part - line x2)22.5 m Main boom330 t at 4.5m (16 part - line x2)26.5 m Main boom250 t at 6.0m (12 part - line x2)30.5 m Main boom250 t at 6.0m (12 part - line x2)Single top 12.5 t (1 part line)Fixed boom (FB)13.0 m Fixed boom200 t at 8.0m (10 part - line x2)25.5 m Fixed boom113 t at 12.0m (11 part - line)Telescopic boom (TB)14.1 m Telescopic boom160 t x 11.0m (16 part - line)18.7 m Telescopic boom113 t x 14.0m (11 part - line)23.3 m Telescopic boom113 t x 12.0m (11 part - line)27.9 m Telescopic boom80 t x 18.0m (7 part - line)32.5 m Telescopic boom80 t x 16.0m (7 part - line)<Reference>Luffing jib

18 m Luffing jib 140 t x 12.0m (12 part - line)27 m Luffing jib 117 t x 14.0m (10 part - line)36 m Luffing jib 80.5 t x 18.0m (8 part - line)45 m Luffing jib 55.9 t x 18.0m (6 part - line)54 m Luffing jib 40.8 t x 30.0m (4 part - line)63 m Luffing jib 25.0 t x 48.0m (2 part - line)72 m Luffing jib 20.5 t x 42.0m (2 part - line)81 m Luffing jib 15.3 t x 60.0m (2 part - line)

MAX.LIFTING HEIGHTMain boom 30.2mFixed boom 55.0mTelescopic boom 62.0m<Reference> Luffing jib 134.0mMAX.WORKING RADIUSMain boom 28.0mFixed boom 50.0mTelescopic boom 55.0m<Reference> Luffing jib 105.0mBOOM LENGTHMain boom 14.5m - 30.5mFixed boom 12.5m x 2Telescopic boom 14.1m - 32.5m<Reference> Luffing jib 18m, 27m, 36m, 45m,

63m, 72m, 81mBOOM EXTENSION SPEEDMain boom 16.0m/250sTelescopic boom 18.4m/240sMAIN WINCH SINGLE LINE WINDING SPEED150m/min (5th layer)AUXILIARY WINCH SINGLE LINE WINDINGSPEED150m/min (5th layer)BOOM ELEVATION ANGLE-1.0°- 82°BOOM ELEVATION SPEED-1.0°- 82°/220sSWING ANGLE360°continueSWING SPEED1.0min-1/0.5min-1/0.3min-1

WIRE ROPEMain Winch

25mm x 705m (Diameter x Length)Anti-rotate wire rope

Auxiliary Winch25mm x 705m (Diameter x Length)Anti-rotate wire rope

HOOK300t hook (30part-line)(with attachment)150t hook (14part-line)

80t hook ( 7part-line)25t hook ( 3part-line)

12.5t hook ( 1part-line)

BOOMMain boom

3-section sequential hydraulically telescoping boomof box constructionEach stage lock or no lock(spring type and air cylinder type)

Heavy load head/Standard head, Head change typeFixed boom boom

2 fixed booms of fixed box construction Heavy load head/Standard head, Head change type

Telescopic boom3-section sequential hydraulically telescoping boomof box constructionEach stage lock or no lock(Spring type and air cylinder type)

BOOM EXTENSIONMain boom

2 double-acting hydraulic cylindersTelescopic boom

2 double-acting hydraulic cylindersSINGLE TOPSingle sheave. Mounted to main boom head by pin.HOISTDriven by hydraulic variable motor and via planetary gear reducer.Automatic brake2-speed (high/low) selection type2 single winchesBOOM ELEVATION3 double-acting hydraulic cylindersSWINGHydraulic motor driven planetary gear reducerRoller type swing bearingDisk type negative brakeWith the device for high/low speed changing and slowspeed operationPneumatically operated swing lockOUTRIGGERSFully hydraulic H-type 3 stepsSlides and jacks each provided with independent operation device.Fully extended width 9.0mMiddle extended width 8.0m, 7.0m, 5.8mExtended width detector provided.Slide lock pin provided.CENTER JACK1 center jack (hydraulic)AUXILIARY JACKS4 hydraulic auxiliary jacksCOUNTERWEIGHT195t, 164t, 127t, 94t, 57tENGINE FOR CRANEEngine exclusive to upper component operationModel NISSAN DIESEL RF804Type 4-cycle, V8-cylinder, direct-injection,

diesel engine Piston displacement 16,991cm3

Max. output198kw at 1,700rpm {270PS at 1,700rpm}

Max. torque1,050N.m at 1,400rpm {107kgf.m at 1,400rpm}

FUEL TANK CAPACITY300 litersHYDRAULIC PUMPS2 variable piston pumps and 2 gear pumpsHYDRAULIC OIL TANK CAPACITYUpper 2,710 litersLower 350 liters

- 2 -

AR-5500M-1-90101/B-02

AR-5500MCRANE SPECIFICATIONS

30.5 m Main boom250 t at 6.0m (12 part - line x2)Single top 12.5 t (1 part line)Fixed boom (FB)13.0 m Fixed boom200 t at 8.0m (10 part - line x2)25.5 m Fixed boom113 t at 12.0m (11 part - line)Telescopic boom (TB)14.1 m Telescopic boom160 t x 11.0m (16 part - line)18.7 m Telescopic boom113 t x 14.0m (11 part - line)23.3 m Telescopic boom113 t x 12.0m (11 part - line)27.9 m Telescopic boom80 t x 18.0m (7 part - line)32.5 m Telescopic boom80 t x 16.0m (7 part - line)<Reference>

18 m Luffing jib 140 t x 12.0m (12 part - line)27 m Luffing jib 117 t x 14.0m (10 part - line)36 m Luffing jib 80.5 t x 18.0m (8 part - line)45 m Luffing jib 55.9 t x 18.0m (6 part - line)54 m Luffing jib 40.8 t x 30.0m (4 part - line)63 m Luffing jib 25.0 t x 48.0m (2 part - line)72 m Luffing jib 20.5 t x 42.0m (2 part - line)81 m Luffing jib 15.3 t x 60.0m (2 part - line)

MAX.LIFTING HEIGHTMain boom 30.2mFixed boom 55.0mTelescopic boom 62.0m<Reference> Luffing jib 134.0mMAX.WORKING RADIUSMain boom 28.0mFixed boom 50.0mTelescopic boom 55.0m<Reference> Luffing jib 105.0mBOOM LENGTHMain boom 14.5m - 30.5mFixed boom 12.5m x 2Telescopic boom 14.1m - 32.5m<Reference> Luffing jib 18m, 27m, 36m, 45m,

63m, 72m, 81mBOOM EXTENSION SPEEDMain boom 16.0m/250sTelescopic boom 18.4m/240sMAIN WINCH SINGLE LINE WINDING SPEED150m/min (5th layer)AUXILIARY WINCH SINGLE LINE WINDING

150m/min (5th layer)BOOM ELEVATION ANGLE

BOOM ELEVATION SPEED/220s

SWING ANGLEcontinue

SWING SPEED/0.5min-1/0.3min-1

WIRE ROPE

Heavy load head/Standard head, Head change typeFixed boom boom

2 fixed booms of fixed box construction Heavy load head/Standard head, Head change type

Telescopic boom3-section sequential hydraulically telescoping boomof box constructionEach stage lock or no lock(Spring type and air cylinder type)

BOOM EXTENSIONMain boom

2 double-acting hydraulic cylindersTelescopic boom

2 double-acting hydraulic cylindersSINGLE TOPSingle sheave. Mounted to main boom head by pin.HOISTDriven by hydraulic variable motor and via planetary gear reducer.Automatic brake2-speed (high/low) selection type2 single winchesBOOM ELEVATION3 double-acting hydraulic cylindersSWINGHydraulic motor driven planetary gear reducerRoller type swing bearingDisk type negative brakeWith the device for high/low speed changing and slowspeed operationPneumatically operated swing lockOUTRIGGERSFully hydraulic H-type 3 stepsSlides and jacks each provided with independent operation device.Fully extended width 9.0mMiddle extended width 8.0m, 7.0m, 5.8mExtended width detector provided.Slide lock pin provided.CENTER JACK1 center jack (hydraulic)AUXILIARY JACKS4 hydraulic auxiliary jacksCOUNTERWEIGHT195t, 164t, 127t, 94t, 57tENGINE FOR CRANEEngine exclusive to upper component operationModel NISSAN DIESEL RF804Type 4-cycle, V8-cylinder, direct-injection,

diesel engine Piston displacement 16,991cm3

Max. output198kw at 1,700rpm {270PS at 1,700rpm}

Max. torque1,050N.m at 1,400rpm {107kgf.m at 1,400rpm}

FUEL TANK CAPACITY300 litersHYDRAULIC PUMPS

- 5 -

AR-5500M-1-90101/B-02

TOTAL RATED LOADS

[Main boom (MB) Fixed boom (FB)]

1. The total rated loads shown are for the case where the outriggers are set horizontally on firm level ground. Thevalues above the bold lines are based on the crane strength while those below are based on the crane stability.

2. The table below shows the classification of Performances A to I of the total rated load of the heavy-load-headspecification.Always use the auxiliary and center jacks for Performances A to D.Otherwise, Performance SE of the standard-head specification will be applied.For Performances G to I, the fixed boom (FB) cannot be used.

Main boom (MB), Main boom (MB)+ Fixed boom (FB)

3. The table below shows the classification of Performances SA to SK, H and I of the total rated load of the standard-head specification.Always use the auxiliary jack for Performances SA and SB.Otherwise, Performance SC will be applied.When a counterweight is 0 t, the fixed boom (FB) cannot be used.Performance SG is not available for the fixed boom (FB) x 2.

Main boom (MB), Main boom (MB)+ Fixed boom (FB) x (1 or 2)

Performances SJ and SK are available for the18.5 m boom or shorter booms. The workingrange is as shown in the drawing.

CounterweightOutriggerextension width

CounterweightOutriggerextension width

Always use the auxiliary and center jacks for Performances A to D.Otherwise, Performance SE of the standard-head specification will be applied.For Performances G to I, the fixed boom (FB) cannot be used.

Main boom (MB), Main boom (MB)+ Fixed boom (FB)

3. The table below shows the classification of Performances SA to SK, H and I of the total rated load of the standard-head specification.Always use the auxiliary jack for Performances SA and SB.Otherwise, Performance SC will be applied.When a counterweight is 0 t, the fixed boom (FB) cannot be used.Performance SG is not available for the fixed boom (FB) x 2.

Main boom (MB), Main boom (MB)+ Fixed boom (FB) x (1 or 2)

Performances SJ and SK are available for the18.5 m boom or shorter booms. The workingrange is as shown in the drawing.

CounterweightOutriggerextension width

CounterweightOutriggerextension width

- 8 -

AR-5500M-1-90101/B-02

MB

leng

th (

m)

FB le

ngth

(m

)

Tot

al le

ngth

(m

)

Stan

dard

hoo

kwi

th att

achm

ent

The

wei

ghts

of

the

hook

sSt

anda

rd n

umbe

r of

par

t lin

es

Not

e: a

195

t co

unte

rwei

ght a

nd 9

.0 m

out

rigg

er e

xten

sion

wid

th.

Aux

iliar

y an

d ce

nter

jack

s us

ed

Wor

king

radi

us (m

)

Perf

orm

ance

AT

otal

rat

ed lo

ads

char

t for

the

heav

y lo

ad h

ead

Mai

n bo

om (

MB

), M

ain

boom

(M

B)+

Fixe

d bo

om (

FB)

Uni

t:to

n

14.5

18.5

22.5

26.5

30.5

14.0

18.0

22.0

--

--

-13

.013

.013

.0

14.5

18.5

22.5

26.5

30.5

27.0

31.0

35.0

3.0

550.

03.

543

0.0

330.

033

0.0

4.0

388.

033

0.0

330.

04.

536

1.0

330.

033

0.0

5.0

337.

032

7.0

318.

025

0.0

200.

06.

031

0.0

305.

030

5.0

250.

025

0.0

200.

020

0.0

7.0

274.

026

5.0

265.

024

6.0

242.

020

0.0

200.

020

0.0

8.0

240.

023

3.0

230.

022

2.0

218.

020

0.0

200.

020

0.0

9.0

216.

021

2.0

205.

020

2.0

199.

019

5.0

198.

019

3.0

10.0

194.

019

4.0

188.

018

6.0

182.

017

8.0

182.

017

7.0

11.0

171.

017

7.0

174.

017

1.0

168.

016

3.0

168.

016

3.0

12.0

143.

016

1.0

160.

015

9.0

156.

015

0.0

155.

015

1.0

14.0

135.

013

5.0

136.

013

6.0

130.

013

5.0

131.

016

.099

.511

6.0

117.

011

8.0

114.

011

8.0

116.

018

.099

.710

2.0

103.

010

2.0

103.

010

1.0

20.0

72.5

89.9

90.5

92.0

91.1

89.4

22.0

77.9

80.2

81.7

81.2

79.4

24.0

56.3

71.7

63.6

72.8

71.1

26.0

62.6

63.2

64.0

28.0

45.1

48.4

58.0

30.0

49.5

32.0

37.2

θ(°)

0~78

0~81

0~82

0~82

0~82

0~80

0~82

0~82

300t×

2 3

00t×

2 3

00t×

2

3700

kg×

234

00kg×

234

00kg

× 2

30×

2

16 ×

2

12 ×

2 1

0 ×

2

with

attac

hmen

t

Not

e: a

195

t co

unte

rwei

ght a

nd 9

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out

rigg

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wid

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Aux

iliar

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d ce

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jack

s us

ed

Mai

n bo

om (

MB

), M

ain

boom

(M

B)+

Fixe

d bo

om (

FB)

Uni

t:to

n

14.5

18.5

22.5

26.5

30.5

14.0

18.0

22.0

13.0

13.0

13.0

14.5

18.5

22.5

26.5

30.5

27.0

31.0

35.0

3.0

550.

03.

543

0.0

330.

033

0.0

4.0

388.

033

0.0

330.

04.

536

1.0

330.

033

0.0

5.0

337.

032

7.0

318.

025

0.0

200.

06.

031

0.0

305.

030

5.0

250.

025

0.0

200.

020

0.0

7.0

274.

026

5.0

265.

024

6.0

242.

020

0.0

200.

020

0.0

8.0

240.

023

3.0

230.

022

2.0

218.

020

0.0

200.

020

0.0

9.0

216.

021

2.0

205.

020

2.0

199.

019

5.0

198.

019

3.0

10.0

194.

019

4.0

188.

018

6.0

182.

017

8.0

182.

017

7.0

11.0

171.

017

7.0

174.

017

1.0

168.

016

3.0

168.

016

3.0

12.0

143.

016

1.0

160.

015

9.0

156.

015

0.0

155.

015

1.0

14.0

135.

013

5.0

136.

013

6.0

130.

013

5.0

131.

016

.099

.511

6.0

117.

011

8.0

114.

011

8.0

116.

018

.099

.710

2.0

103.

010

2.0

103.

010

1.0

20.0

72.5

89.9

90.5

92.0

91.1

89.4

22.0

77.9

80.2

81.7

81.2

79.4

24.0

56.3

71.7

63.6

72.8

71.1

26.0

62.6

63.2

64.0

28.0

45.1

48.4

58.0

49.5

37.2

078

081

082

082

082

080

082

082

300

2 3

002

300

2

3700

kg2

3400

kg 2

3400

kg

2

30 2

1

6 2

1

2 2

10

2

- 15 -

AR-5500M-1-90101/B-02

MB

leng

th (

m)

FB le

ngth

(m

)

Tot

al le

ngth

(m

)

Stan

dard

hoo

kT

he w

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ts o

f th

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oks

Stan

dard

num

ber

of p

art l

ines

Not

e: a

195

t co

unte

rwei

ght a

nd 9

.0 m

out

rigg

er e

xten

sion

wid

th.

Aux

iliar

y ja

cks

used

Wor

king

radi

us (m

)

Perf

orm

ance

SA

Tot

al r

ated

load

s ch

art f

or th

e st

anda

rd h

ead

Mai

n bo

om (

MB

), M

ain

boom

(M

B)+

Fixe

d bo

om (

FB)

Uni

t:to

n

14.5

18.5

22.5

26.5

30.5

14.0

18.0

22.0

26.0

30.0

14.0

18.0

22.0

26.0

30.0

--

--

-13

.013

.013

.013

.013

.025

.525

.525

.525

.525

.5

14.5

18.5

22.5

26.5

30.5

27.0

31.0

35.0

39.0

43.0

39.5

43.5

47.5

51.5

55.5

4.5

170.

017

0.0

170.

05.

017

0.0

170.

017

0.0

170.

017

0.0

6.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

170.

07.

017

0.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

170.

014

0.0

8.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

140.

014

0.0

113.

011

3.0

9.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

140.

014

0.0

113.

011

3.0

113.

010

.017

0.0

170.

017

0.0

170.

017

0.0

170.

017

0.0

170.

014

0.0

140.

011

3.0

113.

011

3.0

113.

011

.017

0.0

170.

017

0.0

170.

017

0.0

166.

017

0.0

166.

014

0.0

140.

011

3.0

113.

011

3.0

113.

011

3.0

12.0

146.

016

4.0

163.

016

2.0

159.

015

3.0

158.

015

4.0

140.

014

0.0

111.

011

3.0

113.

011

3.0

113.

014

.013

8.0

138.

013

9.0

139.

013

3.0

138.

013

4.0

132.

013

0.0

95.9

105.

011

2.0

109.

011

1.0

16.0

102.

011

9.0

120.

012

0.0

117.

012

0.0

118.

011

7.0

115.

083

.591

.999

.196

.999

.118

.010

2.0

105.

010

5.0

104.

010

5.0

103.

010

4.0

102.

073

.881

.488

.086

.488

.720

.075

.392

.593

.194

.593

.591

.991

.991

.865

.872

.879

.077

.980

.122

.080

.782

.884

.383

.581

.881

.981

.759

.265

.771

.570

.772

.824

.058

.974

.266

.275

.273

.573

.573

.353

.759

.765

.164

.566

.526

.065

.465

.866

.466

.466

.248

.954

.559

.759

.361

.128

.047

.851

.060

.460

.360

.144

.950

.155

.054

.756

.430

.052

.155

.054

.741

.346

.350

.950

.751

.932

.039

.850

.350

.038

.242

.947

.347

.147

.234

.042

.945

.835

.539

.944

.143

.543

.036

.032

.442

.033

.137

.240

.439

.839

.238

.035

.634

.937

.136

.535

.940

.026

.627

.733

.333

.532

.842

.028

.130

.629

.944

.021

.227

.227

.446

.022

.725

.148

.016

.622

.150

.018

.2θ(°)

0~72

0~77

0~80

0~82

0~82

0~80

0~82

0~82

0~82

0~82

0~82

0~82

13~

8213~

8213~

82 3

00t

300

t 3

00t

3400

kg34

00kg

3400

kg

1717

1411

Perf

orm

ance

SA

Tot

al r

ated

load

s ch

art f

or th

e st

anda

rd h

ead

Mai

n bo

om (

MB

), M

ain

boom

(M

B)+

Fixe

d bo

om (

FB)

14.5

18.5

22.5

26.5

30.5

14.0

18.0

22.0

26.0

30.0

14.0

18.0

22.0

26.0

30.0

13.0

13.0

13.0

13.0

13.0

25.5

25.5

25.5

25.5

25.5

14.5

18.5

22.5

26.5

30.5

27.0

31.0

35.0

39.0

43.0

39.5

43.5

47.5

51.5

55.5

4.5

170.

017

0.0

170.

05.

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6.0

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8.0

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0.0

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170.

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0.0

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0.0

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170.

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0.0

170.

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0.0

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113.

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0.0

170.

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0.0

170.

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0.0

166.

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3.0

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3.0

12.0

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4.0

163.

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2.0

159.

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3.0

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9.0

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115.

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080

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082

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082

082

082

1382

1382

13 3

00t

300

t 3

00t

3400

kg34

00kg

3400

kg

1717

1411

- 23 -

AR-5500M-1-90101/B-02

MB

leng

th (

m)

FB le

ngth

(m

)

Tot

al le

ngth

(m

)

Stan

dard

hoo

kT

he w

eigh

ts o

f th

e ho

oks

Stan

dard

num

ber

of p

art l

ines

Not

e: a

195

t co

unte

rwei

ght a

nd 9

.0 m

out

rigg

er e

xten

sion

wid

th.

Aux

iliar

y ja

cks

used

Wor

king

radi

us (m

)

Perf

orm

ance

TA

Mai

n bo

om (

MB

)+T

eles

copi

c bo

om (

TB

)U

nit:

ton

14.0

18.0

22.0

26.0

30.0

30.0

30.0

30.0

30.0

14.1

14.1

14.1

14.1

14.1

18.7

23.3

27.9

32.5

28.1

32.1

36.1

40.1

44.1

48.7

53.3

57.9

62.5

5.0

160.

06.

016

0.0

160.

016

0.0

7.0

160.

016

0.0

160.

013

0.0

8.0

160.

016

0.0

160.

013

0.0

130.

09.

016

0.0

160.

016

0.0

130.

013

0.0

113.

010

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0.0

160.

016

0.0

130.

013

0.0

113.

011

3.0

11.0

160.

015

9.0

154.

013

0.0

130.

011

3.0

113.

080

.012

.015

3.0

147.

014

2.0

130.

013

0.0

113.

011

3.0

80.0

80.0

14.0

130.

012

7.0

123.

012

0.0

118.

011

3.0

112.

080

.080

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1.0

109.

010

7.0

105.

010

3.0

102.

098

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.492

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.180

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.271

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.0θ(°)

0~82

0~82

11~

8210~

8210~

8215~

8218~

8215~

8217~

82

30

0t

150

t

3

400k

g

240

0kg

1613

117

Tot

al le

ngth

(m

)

Perf

orm

ance

TA

Mai

n bo

om (

MB

)+T

eles

copi

c bo

om (

TB

)U

nit:

ton

14.0

18.0

22.0

26.0

30.0

30.0

30.0

30.0

30.0

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14.1

14.1

14.1

14.1

18.7

23.3

27.9

32.5

28.1

32.1

36.1

40.1

44.1

48.7

53.3

57.9

62.5

5.0

160.

06.

016

0.0

160.

016

0.0

7.0

160.

016

0.0

160.

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0.0

8.0

160.

016

0.0

160.

013

0.0

130.

09.

016

0.0

160.

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130.

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0.0

113.

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160.

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9.0

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3.0

113.

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3.0

147.

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2.0

130.

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113.

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3.0

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7.0

123.

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0.0

118.

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3.0

112.

080

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010

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105.

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102.

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.916

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.116

.417

.714

.615

.912

.00

820

8211

8210

8210

8215

8218

8215

8217

82

30

0t

150

t

3

400k

g

240

0kg

1613

117

- 30 -

AR-5500M-1-90101/B-02

NOTES:1. The deflection of the boom is not incorporated in the figure above.

The above figure is maximum load radius for Performance A to D.2. The boom extension for each boom are as follows:

WORKING RADIUS - LIFTING HEIGHT

Heavy load head specificationMain boom (MB), Main boom (MB)+Fixed boom (FB)

WORKING RADIUS (m)

LIFT

ING

HEI

GH

T (m

)

1. The deflection of the boom is not incorporated in the figure above.The above figure is maximum load radius for Performance A to D.

2. The boom extension for each boom are as follows:

WORKING RADIUS (m)

LIFT

ING

HEI

GH

T (m

)

- 31 -

AR-5500M-1-90101/B-02

Standard head specificationMain boom (MB), Main boom (MB)+Fixed boom (FB)

WORKING RADIUS (m)

LIFT

ING

HEI

GH

T (m

)

NOTES:1. The deflection of the boom is not incorporated in the figure above.

The above figure is maximum load radius for Performance SA to SC.2. The boom extension for each boom are as follows:

WORKING RADIUS (m)NOTES:1. The deflection of the boom is not incorporated in the figure above.

The above figure is maximum load radius for Performance SA to SC.2. The boom extension for each boom are as follows:

- 32 -

AR-5500M-1-90101/B-02

Main boom (MB)+Telescopic boom (TB)

WORKING RADIUS (m)

LIFT

ING

HEI

GH

T (m

)

NOTES:1. The deflection of the boom is not incorporated in the figure above.

The above figure is maximum load radius for Performance TA to TB.2. The boom extension for each boom are as follows:

WORKING RADIUS (m)

LIFT

ING

HEI

GH

T (m

)

NOTES:1. The deflection of the boom is not incorporated in the figure above.

The above figure is maximum load radius for Performance TA to TB.2. The boom extension for each boom are as follows:

- 34 -

AR-5500M-1-90101/B-02D

IME

NS

ION

S( 1

/10

0)

[On

-site

tra

velin

g c

on

diti

on

]