Section
1 General
1.1 Application
1.1.2 The structural
requirements of this Chapter are intended to cover the midship region
as defined inPt 3, Ch 3, 2.2 Definition of midship region for
ships having a length not exceeding 135 m, a ratio of length to depth
generally not exceeding 35 and a ratio of breadth to depth not exceeding
5.
1.2 Structural configuration
1.2.1 This Chapter
provides for a basic structural configuration of a single deck hull
with wide hatch openings and continuous hatch side coamings, a single
or double skin arrangement in way of the cargo space and a single
or double bottom arrangement. Consideration will be given to other
arrangements.
1.2.2 Longitudinal
or transverse framing may be adopted. Ships with a ratio of length
to depth exceeding 25 or a length, L, over 70 m and having
a double bottom, are generally to be constructed with longitudinal
framing in the bottom. Alternatively, transverse framing may be adopted,
provided suitable longitudinal stiffening is fitted to the bottom
plating. If no double bottom is fitted, transverse framing with suitable
longitudinal stiffening is, in general, to be applied.
1.2.3 The number
and disposition of transverse bulkheads are to be as required byPt 3, Ch 7 Bulkheads. Additional bulkheads may have
to be fitted to provide for sufficient transverse strength of the
vessel.
1.3 Class notation
1.3.2 Ships intended
for the carriage of general cargoes in holds and on deck, with a loading
equivalent to a stowage rate greater than 1,39 m3/tonne,
corresponding to a specific weight of cargo less than 0,72 tonne/m3 and
complying with the requirements of this Chapter will be eligible to
be classed:
A1 I.W.W. Cargo Ship
A1 I.W.W. Cargo Barge
1.3.3 Ships intended
for the carriage of general cargoes in holds and on deck, with a loading
equivalent to a stowage rate greater than 1,39 m3/tonne,
corresponding to a specific weight of cargo less than 0,72 tonne/m3and intended to carry containers and complying with the requirements
of this Chapter will be eligible to be classed:
A1 I.W.W. Container Ship
A1 I.W.W. Container Barge.
1.3.4 Ships designed
primarily for the carriage of bulk heavy dry cargoes (including ore)
in holds, with a maximum specified stowage rate of 1,39 m3/tonne,
corresponding to a minimum specific weight of cargo 0,72 tonne/m3 and
complying with the requirements of this Chapter will be eligible to
be classed:
A1 I.W.W. Bulk Carrier
A1 I.W.W. Bulk Carrier Barge.
1.3.6 Where applicable,
combinations of the above class notations may be assigned, i.e.:
A1 I.W.W. DG Container Ship/Bulk Carrier.
1.3.7 The Regulations
for classification and assignment of class notations are given in Pt 1, Ch 2 Classification Regulations to which reference should be
made on the survey request form.
1.3.8 Where a
ship has been specially designed, modified and/or arranged in accordance
with the additional requirements for Zones 1 or 2, for service extension,
for any special loading or discharging sequence or for navigation
in ice, the appropriate class notation will be assigned.
1.4 Information required
1.4.1 For the
information required, see
Pt 3, Ch 1, 5 Information required. In addition, the following are to be supplied:
-
The draught desired
in conjunction with the contemplated loading sequence, see also
Pt 4, Ch 1, 2.1 Materials and grades of steel 2.1.1.
-
Cargo loading on inner
bottom and if applicable, also on hatchways and deck, see
Pt 4, Ch 1, 1.3 Class notation and Pt 3, Ch 3, 4 Design loading.
-
Container stack weights, see
Pt 4, Ch 1, 9.1 Double bottom structure, general 9.1.2.
-
The maximum pressure
head in service on tanks. Where tanks are interconnected with side
tanks, this is to be clearly specified.
-
Details of tanks which
will be solely used for water ballast in the light condition and which
will be empty in the loaded condition.
1.5 Symbols and definitions
1.5.1 The following
symbols and definitions are applicable to this Chapter unless otherwise
stated:
L, B, D, T and C
b are as defined in Pt 3, Ch 1, 6.1 Principal particulars
kL is given in Pt 3, Ch 2, 1.3 Steel 1.3.2
s
|
= |
spacing
of secondary stiffeners, i.e. frames, beams or stiffeners, in metres |
t
|
= |
thickness
of plating, in mm |
S
|
= |
spacing
or mean spacing, of primary members, i.e. girders, transverses, webs,
etc. in metres |
|