Section
7 Bulkheads and deep tanks
7.1 General
7.1.1 Unless otherwise specified in this Section, the scantlings and arrangements
for bulkheads and deep tanks are to be determined in accordance with the procedures
described in, or as required by Pt 7, Ch 3, 7 Bulkheads and deep tanks for mono-hull craft using the pressures from Pt 5 Design and Load Criteria appropriate to multi-hulls.
7.2 Longitudinal bulkheads within the cross-deck structure
7.2.1 Longitudinal
bulkheads are to be fitted within the cross-deck structure to prevent
cross flooding and the spread of flame and smoke. The minimum number
of such bulkheads is to be:
- one for catamarans of Rule length, L
R,
less than or equal to 24 m;
- two for catamarans of Rule length, L
R,
greater than 24 m; and
- four for trimarans.
Quadrimarans and other craft of novel configuration will be
specially considered.
7.3 Transverse bulkheads within the cross-deck structure
7.4 Additional strength required for global loading
7.4.1 Where transverse
bulkheads or deep tank bulkheads within the cross-deck structure are
to assist in resisting torsional or bending loads between the hulls,
then the watertight/deep tank bulkheads may be required to be additionally
stiffened and the plating or skin thicknesses may require to be increased.
For hull girder strength requirements, see
Pt 6, Ch 6, 3 Additional hull girder strength requirements for multi-hull craft.
7.4.2 Longitudinal
bulkheads within the cross-deck structure that are to assist in maintaining
the longitudinal strength of the craft are to satisfy both bulkhead/deep
tank and longitudinal strength requirements. This may require additional
stiffening and increase in plate thickness requirements. For hull
girder strength requirements, see
Pt 6, Ch 6, 3 Additional hull girder strength requirements for multi-hull craft.
7.4.3 Where longitudinal
or transverse cross-deck bulkheads/deep tanks are to carry global
loads, detailed calculations are to be submitted.
7.4.4 For longitudinal
or transverse cross-deck members carrying global loads, consideration
is to be given to stiffener arrangement, alignment, and continuity
in order to maximise the rigidity and stiffness of the structure,
in resisting the torsional/bending loads. Discontinuity of structural
bulkheads is to be avoided.
7.5 Access
7.5.1 Access
through the cross-deck structure may be permitted, provided that the
global strength requirements are satisfied. Cut outs through the bulkhead
are not to exceed 50 per cent of its depth, see also
Pt 6, Ch 3, 7.18 Access
7.5.2 Where the
cross-deck structure acts as a watertight bulkhead pipe or cable runs
through the watertight bulkheads are to be fitted with suitable watertight
glands.
7.6 Local reinforcement
7.6.1 Bulkheads
forming the cross-deck structure are to be suitably strengthened,
if necessary, in way of deck girders and where subjected to concentrated
loads.
7.7 Integral/Deep tanks within cross-deck structure
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