SOCAR-HEAVY CRANE ALLIANCE

Hook-Blocks Capacity Number of

Sheaves Number of

Lines Weight

(kg) “B” (m)

520 Te 2x7 2x15 12100 5.0 400 Te 12 25 12000 3.5 260 Te 7 15 9000 3.5 140 Te 3 7 6000 3.5 60 Te 1 3 4000 2.5 20 Te - 1 1400 2.0

Boom Erection

Length of Boom Length of Derrik Length of Jib boom 42 … 77m (S) - -

42 … 98m (SD) 35 …42m - 42 … 112m (SDB) 35 …42m - 49 … 91m(SDW) 42m 35 … 91m

49 … 91m(SDWBW) 35 … 42m 35 … 91m Crawler-chassis Spreading crawlers Adjustable from 9.8m to 10.8m Track Drive - Hydraulic Weight / Ground pressure Weight of Counterweighted Machine with 63m Boom 525 Te Counterweight 162 Te Ground Pressure 13.9 Te/m2 Carrier Performance Travel Speed Range 0 - 1.3 km/h Working Speeds

Drive Speeds Rope pull, single line

Rope Length

Winch I max 100m/min 210 kN (21Mp) 1336 m Winch I I max 100 m/min 210 kN (21Mp) 1000 m Winch I II max 100 m/min 210 kN (21Mp) 1000 m Winch IV max 2x30 m/min 2x238kN (23.8Mp) 2x420 m

LIEBHERR 1650

152 (228)1.8x3x0.61SLAB 8x19t (12x19t)

106.9x3.1x1.14FRAME 1x10t

162 (238)COUNTERWEIGHT

94CRAWLER CARRIER WITH CHAIN (2x47t)

21CRAWLER CENTER FRAME

46LATERAL BEAM (2x23t)

11.12.2x1.7x1.55WINCH V with rope

11.12.2x1.6x1.7WINCH III with rope

11.12.2x1.6x1.55WINCH II with rope

11.12.2x1.7x1.6WINCH I with rope

215.77x3.5x1.9CRAWLER CENTRE FRAME

9.414x2.8x0.9SA - FRAME

1.53.5x2.7x2.5CRANE CAB

6213.9x3.9x2.75SUPERSTRUCTURE with WINCHE IV

WEIGHTS (tons)DIMENSIONS (m)COMPONENTS

152 (228)1.8x3x0.61SLAB 8x19t (12x19t)

106.9x3.1x1.14FRAME 1x10t

162 (238)COUNTERWEIGHT

94CRAWLER CARRIER WITH CHAIN (2x47t)

21CRAWLER CENTER FRAME

46LATERAL BEAM (2x23t)

11.12.2x1.7x1.55WINCH V with rope

11.12.2x1.6x1.7WINCH III with rope

11.12.2x1.6x1.55WINCH II with rope

11.12.2x1.7x1.6WINCH I with rope

215.77x3.5x1.9CRAWLER CENTRE FRAME

9.414x2.8x0.9SA - FRAME

1.53.5x2.7x2.5CRANE CAB

6213.9x3.9x2.75SUPERSTRUCTURE with WINCHE IV

WEIGHTS (tons)DIMENSIONS (m)COMPONENTS

Action area: 360°Track width: 10.8 mHeavy boom position: 88° to horizontal line Counterweight of 160t on the superstructure

Radius, m Lift. Cap. Radius, m Lift. Cap. t C1 C2 t C1 C2

14 428 -64 0.552 14 380 -58 0.55216 418 -70 0.645 16 370 -62 0.64418 400 -74 0.737 18 359 -66 0.73620 374 -76 0.829 20 342 -68 0.828

Suspended ballast at 20m, for installation, max 175 t

S - 56 m, D - 42 m, W - 35 m S - 56 m, D - 42 m, W - 42 m

TAB 57 094

Capacity chart of LR 1650 - derrick and maneuvering luffing jib, suspended ballast

Suspended ballast at 20m, depending on the load, max 280 t

Ballast Determination Ballast Determination

22 349 -76 0.921 22 324 -70 0.92124 323 -76 1.014 24 304 -70 1.01326 302 -75 1.106 26 287 -70 1.10528 280 -73 1.198 28 270 -69 1.19830 261 -72 1.291 30 253 -68 1.29032 243 -70 1.383 32 239 -67 1.38234 229 -68 1.475 34 226 -65 1.47436 215 -66 1.568 36 214 -64 1.567

38 202 -62 1.65940 194 -61 1.75144 171 -55 1.936

LMI CodeWire Rope

ReevingWindpermiss

(m/sec)/(H/m2)

Weights of lifting, slinging and/or load taking devices should be deducted from the loads indicated

Boom type: S 3729.10; D 3124.10; W 3124.10

12

13/100

2 × 1011

11022 × 12

1112

Capacity Chart of crane LR1650 #57/004-90, p.26

Action area: 360°Track width: 10.8 mHeavy boom position: 88° to horizontal line Counterweight of 160t on the superstructure

Radius, m Lift. Cap. Radius, m Lift. Cap. t C1 C2 t C1 C2

16 361 -61 0.642 16 332 -56 0.64218 345 -65 0.734 18 325 -60 0.73420 332 -67 0.826 20 313 -62 0.82622 316 -69 0.918 22 300 -64 0.91824 300 -70 1.010 24 286 -65 1.01026 285 -71 1.102 26 274 -66 1.10228 270 -71 1.194 28 260 -66 1.19430 256 -71 1.287 30 247 -66 1.28732 241 -69 1.379 32 235 -65 1.37934 227 -68 1.471 34 224 -64 1.47136 214 -66 1.563 36 213 -63 1.56338 38 200 -61 1.65540 40 191 -59 1.747

44 170 -54 1.931

LMI CodeWire RopeReeving

Windpermiss

(m/sec)/(H/m2)

Capacity chart of LR 1650 - derrick and maneuvering luffing jib, suspended ballast

Suspended ballast at 20m, depending on the load, max 275 tSuspended ballast at 20m, for installation, max 220t

TAB 57 095

2 × 910

Ballast Determination Ballast Determination

11032 × 10

1113

Weights of lifting, slinging and/or load taking devices should be deducted from the loads indicated

Boom type: S 3729.10; D 3124.10; W 3124.10

11

11/75

S - 63 m, D - 42 m, W - 35 m S - 63 m, D - 42 m, W - 42 m

Capacity Chart of crane LR1650 #57/004-90, p.27

charts.

SDWB

Boom length L = 56 mRadius = 14 mLoad weight = 428 tC1 = -64C2 = +0.552

B

B =172.3 t

Crane operation is allowed for under wind speeds shown in capacity charts. Windwardload area should nor exceed the value calculated by the formula:

Example:

When exceeding the windward area, it is allowed for only crane operation under appropriately reduced wind sped, see the diagram.

otherwise it is impossible to operate the ctane safely!

Taking into account wind factor

Windward area = 1.2 × load - 0.002 × load2

load P,t = 45Windward area Aw = 1.2 × 45 - 0.002 × 2025 = 49.95 m2

For loads exceeding 300 t, windward load area = 180 m2

If suspended ballast calculated is less than the tray weight (<25.2t),the lifting operation should be performed under operating modewithout suspended ballast.

The value of the suspended ballast calculated by the above mentioned method shouldbe entered into the LMI device through three-digit block of inlet switches on the derrick console. Entry data should correspond to the actual weight of the suspended ballast,

C2.

Example of suspended ballast determinationOperating mode:

= -64 + 0.552 × 428 t= -64 + 236.3

Suspended ballast needed is 172.3 t including tray weight

Operating modes with suspended ballast

Prior to each lifting operation it is necessary to determine suspended ballast needed for the load being lifted. For this, numeric values C1 and C 2 are shown in the relevant capacity

Suspended ballast needed B = C1 + C2 × load weight

Doing this, total weight of the load including weights of hook block, slinging and/or load taking devices is put into equation. One should take into account the sign of values C1 and

Capacity Chart of crane LR1650 #57/004-90, p.11

Action area: 360°Track width: 10.8 mCounterweight of 160t on the superstructure

TAB 57 079

Radius, m S 42 S 43 S 56 S 63 S 70 Boom length S, mD 35 D 42 D 42 D 42 D 42 Derrick length, m

9 45610 40711 36912 337 33214 285 283 266 25116 245 241 228.000 215 20418 213 209 197 187 17720 188 183 173 164 15522 167 162 153 146 13724 149 145 137.000 130 12326 132 131 124 116 11128 117 117 112 106 9930 106 106 102 95 9032 195 95 93 87 8234 87 87 85 79 7536 79 79 78 73 6838 73 73 72 67 6240 67 65 61 5744 57 56 53 4848 47.5 44 40.552 38 3456 32 29.460 23.764

LMI Codetwo winches 3202 3221 3222 3223 3224one winch 3206 3261 3262 3263 3264

Wire Rope 2 × 12 2 × 10 2 × 8 2 × 8 -Reeving 15 15 15 15 13

Windpermiss

(m/sec)/(H/m2)

Capacity chart of LR 1650 - derrick

without suspended ballast

Weights of lifting, slinging and/or load taking devices should be deducted from the loads indicated

Boom type: S 3729.10; D 3124.10; W 3124.10

14/125 13/100

Capacity Chart of crane LR1650 #57/004-90, p.19

Action area: 360°Track width: 10.8 mHeavy boom position: 88° to horizontal line Counterweight of 160t on the superstructure

Radius, mW 35 W 42

16 216 20818 193 18620 174 16822 158 15224 145 13926 133 12828 123 11830 114 11032 107 10234 100 9536 94 9038 8440 7944 72

LMI Code 1203 1213Wire Rope 2 × 6 2 × 6Reeving 11 10

Windpermiss

(m/sec)/(H/m2)

TAB 57 082

Length of heavy lift boom (S) 63 m, derrick 42, maneuvering luffing jib (length, m)

Weights of lifting, slinging and/or load taking devices should be deducted from the loads indicated

Boom type: S 3729.10; D 3124.10; W 3124.10

11/75

Capacity chart of LR 1650 - derrick and maneuvering luffing jib

without suspended ballast

Capacity Chart of crane LR1650 #57/004-90, p.23