2.6.1 Ships shall be capable of surviving the
damage indicated in 2.3 with the flood assumptions in 2.5, to the
extent determined by the ship's type, according to the following standards:
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.1 a type 1G ship shall be assumed to sustain
damage anywhere in its length;
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.2 a type 2G ship of more than 150 m in length
shall be assumed to sustain damage anywhere in its length;
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.3 a type 2G ship of 150 m in length or less shall
be assumed to sustain damage anywhere in its length, except involving
either of the bulkheads bounding a machinery space located aft;
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.4 a type 2PG ship shall be assumed to sustain
damage anywhere in its length except involving transverse bulkheads
spaced further apart than the longitudinal extent of damage as specified
in 2.3.1.1.1;
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.5 a type 3G ship of 80 m in length or more shall
be assumed to sustain damage anywhere in its length, except involving
transverse bulkheads spaced further apart than the longitudinal extent
of damage specified in 2.3.1.1.1; and
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.6 a type 3G ship less than 80 m in length shall
be assumed to sustain damage anywhere in its length, except involving
transverse bulkheads spaced further apart than the longitudinal extent
of damage specified in 2.3.1.1.1 and except damage involving the machinery
space when located after.
2.6.2 In the case of small type 2G/2PG and 3G
ships that do not comply in all respects with the appropriate requirements
of 2.6.1.3, 2.6.1.4 and 2.6.1.6, special dispensations may only be
considered by the Administration provided that alternative measures
can be taken which maintain the same degree of safety. The nature
of the alternative measures shall be approved and clearly stated and
be available to the port Administration. Any such dispensation shall
be duly noted on the International Certificate of Fitness for the
Carriage of Liquefied Gases in Bulk referred to in 1.4.4.
2.7
Survival requirements
Ships subject to the Code shall be capable of surviving
the assumed damage specified in 2.3, to the standard provided in 2.6,
in a condition of stable equilibrium and shall satisfy the following
criteria.
2.7.1 In any stage of flooding:
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.1 the waterline, taking into account sinkage,
heel and trim, shall be below the lower edge of any opening through
which progressive flooding or downflooding may take place. Such openings
shall include air pipes and openings that are closed by means of weathertight
doors or hatch covers and may exclude those openings closed by means
of watertight manhole covers and watertight flush scuttles, small
watertight cargo tank hatch covers that maintain the high integrity
of the deck, remotely operated watertight sliding doors and sidescuttles
of the non-opening type;
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.2 the maximum angle of heel due to unsymmetrical
flooding shall not exceed 30°; and
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.3 the residual stability during intermediate
stages of flooding shall not be less than that required by 2.7.2.1.
2.7.2 At final equilibrium after flooding:
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.1 the righting lever curve shall have a minimum
range of 20° beyond the position of equilibrium in association
with a maximum residual righting lever of at least 0.1 m within the
20° range; the area under the curve within this range shall not
be less than 0.0175 m-radians. The 20° range may be measured from
any angle commencing between the position of equilibrium and the angle
of 25° (or 30° if no deck immersion occurs). Unprotected openings
shall not be immersed within this range unless the space concerned
is assumed to be flooded. Within this range, the immersion of any
of the openings listed in 2.7.1.1 and other openings capable of being
closed weathertight may be permitted; and
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.2 the emergency source of power shall be capable
of operating.