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This is the original version (as it was originally adopted).
1.All methods of calculating vessel stability in the case of non-secured containers shall meet the following limit conditions:
(a)Metacentric height shall be not less than 1,00 m.
(b)Under the joint action of the centrifugal force resulting from the vessel's turning, wind pressure and the free surfaces of liquids the heeling angle shall not exceed 5° and the edge of the deck shall not be immersed.
(c)The heeling lever resulting from the centrifugal force caused by the vessel's turning shall be determined in accordance with the following formula:
where:
parameter (cKZ = 0,04) (s2/m);
the maximum speed of the vessel in relation to the water (m/s);
draught of the laden vessel (m).
(d)The heeling lever resulting from the wind pressure shall be determined in accordance with the following formula:
where:
parameter (cKW = 0,025) (t/m2);
lateral plane above the respective plane of draught with the vessel laden (m2);
displacement of the laden vessel (t);
height of the centre of gravity of the lateral plane A' above the respective plane of draught (m);
draught of the laden vessel (m).
(e)The heeling lever resulting from the free surfaces of rainwater and residual water within the hold or the double bottom shall be determined in accordance with the following formula:
where:
parameter (cKfO = 0,015) (t/m2)
width of hold or section of the hold in question (m);(1)
length of hold or section of the hold in question (m);(1)
displacement of the laden vessel (t).
(f)Half of the fuel and fresh water supply shall be taken into account for each load condition.
2.The stability of a vessel carrying non-secured containers shall be considered to be sufficient if the effective does not exceed the zul resulting from the following formulae. The zul shall be calculated for various displacements covering the entire range of draughts.
(a)
No value less than 11,5 (11,5 = 1/tan5°) shall be taken for .
The lowest value of zul in accordance with formula (a) or (b) shall be decisive.
Within the formulae:
height of the metacentre above the base (m) in accordance with the approximation formula in paragraph 3;
respective effective freeboard at 1/2 L (m);
maximum speed of the vessel in relation to the water (m/s);
respective average draught (m);
heeling lever resulting from lateral wind pressure according to paragraph 1(d) (m);
sum of the heeling levers resulting from the free surfaces of liquids according to paragraph 1(e) (m).
Where no sheet of hydrostatic curves is available the value for the calculation in accordance withparagraph 2 and Article 22.03 (2), may be determined by the following approximation formulae:
(a)for vessels in the shape of a pontoon
(b)for other vessels
The hold sections providing free surfaces that are exposed to water arise from the longitudinal and/or tranverse water-tight compartmentalisation that forms independent sections.
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