Section
4 Wet-deck
4.1 General
4.1.1 This
Section contains local scantling requirements applicable to the wet-deck.
Each applicable sub-Section is to be evaluated to determine the governing
scantling requirement as follows:
- All wet-deck structure is to be evaluated according to Vol 1, Pt 6, Ch 4, 4.2 Requirements due to design pressures and Vol 1, Pt 6, Ch 4, 4.3 Additional minimum requirements.
- Where applicable, wet-deck structure above the waterline is to
be evaluated against the requirements of Vol 1, Pt 6, Ch 4, 4.4 Slamming above the waterline.
4.2 Requirements due to design pressures
4.3 Additional minimum requirements
4.4 Slamming above the waterline
4.4.1 If the
Complementary Rules are the Rules for Naval Ships then the scantlings
of plating and stiffeners are not to be less than those given in Vol 1, Pt 6, Ch 3, 15 Strengthening for wave impact loads above waterline of the Rules for
Naval Ships using the pressure, IP
wi, calculated
according to Vol 1, Pt 5, Ch 5, 4.3 Impact pressure.
Note that for calculation of h
s according
to Vol 1, Pt 6, Ch 3, 15.2 Strengthening against bow flare wave impacts 15.2.2 of
the Rules for Naval Ships, f
DLF is to be taken
as 1,0.
4.4.2 If the
Complementary Rules are the Rules for Ships then the scantlings of
plating and stiffeners are not to be less than those given in Pt 3, Ch 5, 1.6 Strengthening against bow flare slamming, Pt 4, Ch 2 Ferries, Roll On-Roll Off Ships and Passenger Ships and Pt 4, Ch 8 Container Ships of the Rules for Ships depending on the particular
ship type, using the pressure, IP
wi, calculated
according to Vol 1, Pt 5, Ch 5, 2.5 Wave impact pressure above waterline.
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