1 Stability criteria in the intact condition
Clasification Society 2024 - Version 9.40
Statutory Documents - IMO Publications and Documents - International Codes - HSC 2000 Code - International Code of Safety for High-Speed Craft, 2000 – Resolution MSC.97(73) - Annex 8 - Stability of monohull craft - 1 Stability criteria in the intact condition

1 Stability criteria in the intact condition

  1.1 The weather criterion contained in paragraph 3.2 of the Intact Stability Codefootnote shall apply. In applying the weather criterion, the value of wind pressure P (N/m2) shall be taken as:

where Vw = wind speed (m/s) corresponding to the worst intended conditions.

The angle of heel due to wind, in applying paragraph 3.2.2.1.2 of the Intact Stability Code, shall not exceed 16° or 80% of the angle of deck-edge immersion (whichever is less). Where the angle of heel due to wind exceeds 10°, efficient non-slip deck surfaces and suitable holding points shall be provided, in accordance with paragraph 2.13.1.1 of this Code. In applying the weather criterion, account shall also be taken of the roll damping characteristics of individual craft in assessing the assumed roll angle θ1, which may alternatively be derived from model or full scale tests using the method for determining θz in 1.1.5.3 of annex 6. Hulls with features which greatly increase damping, such as immersed sidehulls, substantial arrays of foils, or flexible skirts or seals, are likely to experience significantly smaller magnitudes of roll angle. For such craft, therefore, the roll angle shall be derived from model or full scale tests or, in the absence of such data, shall be taken as 15°.

  1.2 The area under the righting lever curve (GZ curve) shall not be less than 0.07 up to θ = 15° when the maximum righting lever (GZ) occurs at θ = 15° , and 0.055 up to θ = 30° when the maximum righting lever occurs at θ = 30° or above. Where the maximum righting lever occurs at angles of between θ = 15° and θ = 30°, the corresponding area under the righting lever curve shall be:

A = 0.055 + 0.001 (30° - θmax ) (m·rad)

where:
θmax = is the angle of heel, in degrees, at which the righting lever curve reaches its maximum.

  1.3 The area under the righting lever curve between θ = 30° and θ = 40° or between θ = 30° and the angle of flooding θF, footnote if this angle is less than 40°, shall not be less than 0.03 .

  1.4 The righting lever GZ shall be at least 0.2 m at an angle of heel equal to or greater than 30°.

  1.5 The maximum righting lever shall occur at an angle of heel not less than 15°.

  1.6 The initial metacentric height GMT shall not be less than 0.15 m.


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