2.1 The method of application of criteria to the
residual stability curve is similar to that for intact stability except
that the craft in the final condition after damage shall be considered
to have an adequate standard of residual stability provided:
Figure 2 Damage Stability
Abbreviations used in figures 1 and 2:
HL
2
|
= |
Heeling lever due to wind + gusting |
HLT
|
= |
Heeling
lever due to wind + gusting + (passenger crowding or turning) |
HL
3
|
= |
Heeling lever due to wind |
HL
4
|
= |
Heeling lever due to wind + passenger crowding |
θ
m
|
= |
Angle of maximum GZ |
θ
d
|
= |
Angle of downflooding |
θ
e
|
= |
Angle of equilibrium, assuming no wind, passenger crowding or
turning effects |
θ
h
|
= |
Angle of heel due to heeling lever HL
2, HTL, HL
3 or HL
4
|
- A
1 > Area required by 1.1
- A
2 > 0.028
2.2 The wind heeling lever for application on
the residual stability curve shall be assumed constant at all angles
of inclination and shall be calculated as follows:
where:
Pd
|
= |
120 (V
W/ 26)2 (N/m2)
|
VW
|
= |
wind speed corresponding to the worst intended conditions (m/s) |
A
|
= |
projected
lateral area of the portion of the ship above the lightest service
waterline (m2)
|
Z
|
= |
vertical
distance from the centre of A to a point one half of the lightest
service draught (m) |
Δ |
= |
displacement
(t). |
2.3 The same values of roll angle shall be used
as for the intact stability, as determined in 1.5 of this annex.
2.4 The downflooding point is important and is
regarded as terminating the residual stability curve. The area A
2 shall therefore be truncated at the downflooding angle.
2.5 The stability of the craft in the final condition
after damage shall be examined and shown to satisfy the criteria,
when damaged as stipulated in 2.6 of
this Code.
2.6 In the intermediate stages of flooding, the
maximum righting lever shall be at least 0.05 m and the range of positive
righting lever shall be at least 7°. In all cases, only one breach
in the hull and only one free surface need to be assumed.