6.1 Accident design condition as described in
section 4.18.3 of this Code shall be complied with as applicable,
depending on the cargo containment system concept.
6.2 Load and resistance factors may be relaxed
compared to the ultimate limit state considering that damages and
deformations can be accepted as long as this does not escalate the
accident scenario.
6.3 The load factors for ALS shall be taken as
1.0 for permanent loads, functional loads and environmental loads.
6.4 Loads mentioned in section 4.13.9 (Static
heel loads) and section 4.15 (Collision and Loads due to flooding
on ship) of this Code need not be combined with each other or with
environmental loads, as defined in section 4.14 of this Code.
6.5 Resistance factor γR
shall
in general be taken as 1.0.
6.6 Consequence class factors γC
shall
in general be taken as defined in paragraph 4.4 of this standard,
but may be relaxed considering the nature of the accident scenario.
6.7 The characteristic resistance Rk
shall
in general be taken as for the ultimate limit state, but may be relaxed
considering the nature of the accident scenario.
6.8 Additional relevant accident scenarios shall be
determined based on a risk analysis.