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Crane Geometry:<br />
Indication B: Load Table for Full Revolving Mode<br />
Crane Confi guration SSL Full Revolving Mode<br />
Crane Duty Normal<br />
Head Duty Type <strong>Heavy</strong> [1600t]<br />
A-frame length [m] 67.2<br />
A-frame Maximum Angle [ø] 81.54<br />
Hsig & Maximum Period T 1m & 6s / 0.6m & 8.5s<br />
Superballast usage Fixed Ballast at 11.83m<br />
Fixed Ballast on Ring [t] 380t at 11.83 [m]: 320 [t] lower ballast & 60t tray mass [lower and upper]<br />
Backmast Radius [m] 11.83 [m]<br />
Windspeed 12.86 [m/s]<br />
Max. Pitch [deg] 0.5<br />
Max. Roll [deg] 2<br />
Static Trim [deg] 0.5<br />
Static Heel [deg] 1<br />
Fhoist 1.1<br />
Fduty 1.1<br />
Sideload [deg] 3 / 1<br />
Offl load [deg] 1 / 3<br />
Auxiliary Hoist Max. Capacity [t] 30<br />
Reeving [-] 3<br />
Max sidelead [deg] 4<br />
Max offl ead [deg] 7<br />
Load Capacity Table<br />
Radius SWL<br />
Aframe<br />
Angle<br />
Height Reeving<br />
Minimum<br />
Required<br />
tugger<br />
capacity<br />
in cross or<br />
longi<br />
tudonal<br />
direction of<br />
the crane<br />
Advice<br />
Minimum<br />
Required<br />
tugger<br />
capacity in<br />
longitudo<br />
nal or cross<br />
direction of<br />
the crane<br />
Minimum<br />
Required<br />
Resultant<br />
tugger<br />
capacity<br />
[m] [t] [deg] [m] [-] [t] [t] [t]<br />
20 310 81.54 71.42 22 16.2 5.4 17.1<br />
21 296 80.67 71.25 22 15.5 5.2 16.3<br />
22 282 79.81 71.07 22 14.8 4.9 15.6<br />
23 268 78.94 70.86 22 14.0 4.7 14.8<br />
24 254 78.07 70.65 22 13.3 4.4 14.0<br />
25 240 77.19 70.41 22 12.6 4.2 13.2<br />
26 230 76.31 70.16 22 12.0 4.0 12.7<br />
27 220 75.43 69.89 22 11.5 3.8 12.1<br />
28 210 74.54 69.61 22 11.0 3.7 11.6<br />
29 200 73.65 69.31 22 10.5 3.5 11.0<br />
30 190 72.76 68.99 22 9.9 3.3 10.5<br />
31 182 71.86 68.67 22 9.5 3.2 10.0<br />
32 174 70.95 68.31 22 9.1 3.0 9.6<br />
33 166 70.05 67.94 22 8.7 2.9 9.2<br />
34 158 69.14 67.56 22 8.3 2.8 8.7<br />
35 150 68.21 67.15 22 7.9 2.6 8.3<br />
36 144 67.29 66.72 22 7.5 2.5 7.9<br />
37 138 66.36 66.28 22 7.2 2.4 7.6<br />
38 132 65.42 65.82 22 6.9 2.3 7.3<br />
39 126 64.47 65.33 22 6.6 2.2 7.0<br />
40 120 63.51 64.83 22 6.3 2.1 6.6<br />
41 116 62.55 64.3 22 6.1 2.0 6.4<br />
42 111 61.58 63.75 22 5.8 1.9 6.1<br />
43 107 60.6 63.18 22 5.6 1.9 5.9<br />
44 102 59.61 62.59 22 5.4 1.8 5.6<br />
45 98 58.61 61.97 22 5.1 1.7 5.4<br />
46 94 57.59 61.33 22 4.9 1.6 5.2<br />
47 91 56.57 60.66 22 4.8 1.6 5.0<br />
48 87 55.53 59.97 22 4.6 1.5 4.8<br />
49 84 54.48 59.25 22 4.4 1.5 4.6<br />
50 80 53.42 58.5 22 4.2 1.4 4.4<br />
51 77 52.34 57.72 22 4.0 1.3 4.2<br />
52 74 51.24 56.92 22 3.9 1.3 4.1<br />
53 71 50.12 56.07 22 3.7 1.2 3.9<br />
54 68 49 55.2 22 3.6 1.2 3.8<br />
55 65 47.84 54.28 22 3.4 1.1 3.6<br />
56 63 46.67 53.34 22 3.3 1.1 3.5<br />
57 60 45.46 52.34 22 3.2 1.1 3.3<br />
58 58 44.23 51.31 22 3.0 1.0 3.2<br />
59 55 42.99 50.24 22 2.9 1.0 3.1<br />
60 53 41.7 49.1 22 2.8 0.9 2.9<br />
61 51 40.39 47.93 22 2.6 0.9 2.8<br />
62 48 39.03 46.69 22 2.5 0.8 2.7<br />
63 46 37.63 45.39 22 2.4 0.8 2.5<br />
64 43 36.18 44.01 22 2.3 0.8 2.4<br />
65 41 34.68 42.56 22 2.1 0.7 2.3<br />
66 - 33.13 41.04 22 - - -<br />
67 - 31.5 39.42 22 - - -<br />
68 - 29.79 37.67 22 - - -<br />
69 - 27.98 35.8 22 - - -<br />
70 - 26.04 33.76 22 - - -<br />
71 - 23.98 31.56 22 - - -<br />
72 - 21.69 29.07 22 - - -<br />
73 - 19.16 26.27 22 - - -<br />
74 - 16.23 22.98 22 - - -<br />
75 - 12.63 18.87 22 - - -<br />
76 - 7.29 12.69 22 - - -<br />
76.43 - 0 4.16 22 - - -<br />
Notes<br />
• When the crane is in perpendicular position with the barge it is not<br />
possible to reach a radius larger than 65m, however when the crane is<br />
positioned parallel with the barge, the boom can reach a maximum radius<br />
of 76.43m, or be laid down in the boomrest.<br />
• The mainboom is composed according to sketch (copied from in drawing<br />
A05-66000-14-01A)<br />
• Crane designed according: DIN 15018part1,3, DIN 15019part2, DIN<br />
15020part1 and DIN 1055part4<br />
• <strong>Lifting</strong> capacity for lifting on barge according to Lloyds Register of<br />
Shipping [code for lifting appliances in a marine environment January<br />
2003]<br />
• Weight of lower blocks, hoisting wire,slings, spreaders, aux. hoist, etc., is<br />
considered as part of the load.<br />
• The lifting capacity is only valid when the main-hoist is reeved according<br />
to the table<br />
• The weight of the ballast trays is counted as ballastweight.<br />
• Interpolation of working loads between radii is allowed.<br />
• Combined lifting of main hoist and auxiliary hoist is not allowed<br />
• The maximum sidelead of 4 degrees for the auxiliary hoist may not be<br />
exceeded; this will cause the wire to run out of the sheave<br />
• Advised Tugger capacity Fcross or Flong is calculated by SWLxSIN(3)<br />
[SWLxSIN(heel + roll)]<br />
• Advised Tugger capacity Flong or Fcross is calculated by SWLxSIN(1)<br />
[SWLxSIN(trim+ pitch)]<br />
• Advised Tugger capacity to be determined by √((SWLxSIN(heel + roll)) 2 +<br />
(SWLxSIN(trim + pitch)) 2 )<br />
• The minimum required resultant tugger capacity does NOT include the<br />
tugger angles; the capacity of the tugger should be higher than stated<br />
• The A-bock tackle [einzieh-werk] is to be tensioned to approximately 30t
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