Section
2 Deck structure
2.1 General
2.2 Deck plating
2.2.3 The
taper thickness of the strength deck stringer plate is to be increased
by 20 per cent at the ends of a poop or bridge where the end bulkhead
is situated forward of 0,25L from the A.P. No increase
is required where the end bulkhead lies aft of 0,2L from
the A.P. The increase at intermediate positions is to be determined
by interpolation.
2.2.4 The
deck plating thickness and supporting structure are to be suitably
reinforced in way of deck machinery, and in way of cranes, masts or
derrick posts.
2.2.5 Where
long, wide hatchways are arranged at lower decks it may be necessary
to increase the deck plating thickness to ensure effective support
for side framing.
2.3 Deck stiffening
2.3.3 End connections of longitudinals to bulkheads are to provide adequate fixity, lateral support and so far as practicable, direct
continuity of longitudinal strength.
2.3.4 The scantlings of weather deck beams are to comply with the midship requirements for the particular ship type.
2.3.6 End connections of beams are to be in accordance with the requirements of Pt 3, Ch 10, 3 Secondary member end connections.
Table 6.2.1 Strength/weather deck plating
aft (excluding poop deck)
Symbols
|
Location
|
Thickness, in mm
|
L, s, S, k, ρ
as defined in Pt 3, Ch 6, 1.4 Symbols and definitions 1.4.1
f = 1,1 – but is to be taken not greater than 1,0
|
(1) Aft of
0,075L from the A.P.
|
|
h
4 = tank head, in metres, as defined in Pt 3, Ch 3, 5 Design loading
s
b = standard frame spacing as follows:
|
(2)
Between 0,075L and 0,15L from the
A.P.
|
The greater of the
following:

- the taper thickness, see Notes 1, 2 and
3
- for oil tankers, the thickness is also to be in
accordance with Pt 4, Ch 9, 4.3 Deck plating 4.3.3
|
Aft of 0,15L from the A.P.:
mm or 850 mm,
|
(3)
Forward of 0,15L from the A.P.
|
The taper thickness,
see Notes 1, 2 and 3, or as (2)(c) whichever is the
greater
|
whichever is the lesser
s
1 = s, but is to be taken not less than
s
b
|
(4) Inside poop
extending forward of 0,15L
|
As for a lower deck,
see Note 4
|
|
(5) In way of the
crown of a tank
|
or (1) to (4) as applicable, whichever is the
greater but not less than 7,5 mm where L ≥ 90 m, or 6,5
mm where L < 90 m
|
|
|
|
Note
4. The exposed weather deck
taper thickness is to extend into a poop or bridge for at
least one-third of the breadth of the ship from the
superstructure end bulkhead.
|
Note
5. The taper requirements from
Table 3.2.1 Taper requirements for hull
envelope in Pt 3, Ch 3 Structural Designdo not apply to
container ships or open ship types, see
Pt 3, Ch 4, 2.3 Open type ships, where the
requirements of Pt 4, Ch 8, 3.2 Longitudinal strength are
applicable, nor to fast cargo ships where the requirements
of Pt 4, Ch 1, 3 Longitudinal strength are applicable.
See also
Pt 3, Ch 4, 5 Hull bending strength for hull section
modulus requirement away from the midship area.
|
Table 6.2.2 Lower deck plating aft
Symbols
|
Location
|
Thickness, in mm
|
L,
s, S, k, ρ as defined in Pt 3, Ch 6, 1.4 Symbols and definitions 1.4.1
b
|
= |
breadth of increased plating, in mm |
f
|
= |
1,1 – but is to be taken not greater than
1,0 |
h
4
|
= |
tank head, in metres, as defined in Pt 3, Ch 3, 5 Design loading
|
K
2
|
= |
2,5 mm at bottom of tank or 3,5 mm at crown
of tank |
s
1
|
= |
s, but is to be taken not less than mm |
|
(1) Aft of
0,075L from the A.P.
|
but not less than 6,5 mm
|
(2) Forward
of 0,075L from the A.P., inside line of openings
|
but not less than 6,5 mm
|
(3) Forward of
0,075L from the A.P., outside line of openings
|
As determined by a taper line from the midship thickness to the end
thickness given by (1)
|
(4) In way of the crown or bottom of a tank
|
|
or (1), (2) or (3) as applicable, whichever is the
greater but not less than 7,5 mm where L ≥ 90
m, or 6,5 mm where L < 90 m
|
A
f
|
= |
girder face area, in cm2
|
L
1
|
= |
L, but need not be taken greater than 190 mm |
|
(5)
Plating forming upper flange of underdeck girders
|
Clear of cargo
hatches
|
|
|
In way of hatch side
girders
|
|
Note Where the deck loading exceeds 43,2 kN/m2, the thickness of
plating will be specially considered. This is equivalent to
a 'tween deck height of 6,1 m in association with the
standard stowage rate of 1,39 m3/tonne.
|
|
Minimum breadth
|
b = 760 mm
|
Table 6.2.3 Strength/weather deck
longitudinals aft
Location
|
Modulus, in
cm3
|
Inertia, in
cm4
|
(1) Aft of 0,075L from the A.P.
|
The greater of the following:


|
—
|
(2)
Forward of 0,075L from the A.P., inside line of openings
|
As (1)
|
—
|
(3) Forward of 0,075L from the
A.P., outside line of openings
|
As determined from Table 3.2.1 Taper requirements for hull
envelope in Chapter 3, see
Note 1 For oil tankers (see
Pt 3, Ch 6, 1.1 Application 1.1.4) and dry cargo ships the end
modulus for taper at 0,075L from the A.P. is to be derived
from Table 5.2.3 Strength/weather deck
longitudinals forward item (2)
|
—
|
(4) In way
of the crown of a tank
|
 or as (1) to (3) as applicable,
whichever is the greater
|
|
Symbols
|
L, s, k
L, k, ρ as defined in Pt 3, Ch 6, 1.4 Symbols and definitions 1.4.1
|
b
|
= |
1,4 for rolled or built sections |
= |
1,6 for flat bars |
|
d
w
|
= |
web depth of longitudinal, in mm |
L
1
|
= |
L but need not be taken greater than 190 m |
|
Note
1. For taper area requirements,
see Table 3.2.1 in Chapter 3.
Note
4. The thickness of flat bar
longitudinals, situated outside the line of openings is to
be not less than the following:
Note
(a)
mm
where longitudinal continuous through
bulkhead
Note
(b)
mm
where longitudinal cut at bulkhead
Note
5. The web depth of
longitudinal, d
w, to be not less than 60 mm.
Note
6. The taper requirements from
Table 3.2.1 Taper requirements for hull
envelope in Pt 3, Ch 3 Structural Designdo not apply to
container ships or open ship types, see
Pt 3, Ch 4, 2.3 Open type ships, where the
requirements of Pt 4, Ch 8, 3.2 Longitudinal strength are
applicable, nor to fast cargo ships where the requirements
of Pt 4, Ch 1, 3 Longitudinal strength are applicable.
See also
Pt 3, Ch 4, 5 Hull bending strength for hull section
modulus requirement away from the midship area.
|
2.4 Deck supporting structure
2.4.2 At upper
and lower decks above the after peak, deep beams are generally to
be fitted in way of web frames. Deck girders are generally to be spaced
not more than 3,0 m apart.
2.5 Deck openings
2.5.1 In dry
cargo ships, the requirements for deck openings given in Pt 4, Ch 1, 4 Deck structure are generally applicable
throughout the aft region except that aft of 0,25L from
the A.P.:
-
The radii or dimensions
of the corners of main cargo hatchway openings of the strength deck
are to be in accordance with the requirements of Pt 4, Ch 1, 4.5 Deck openings. The thickness of the
insert plates, where required, is not to be less than 20 per cent
greater than the adjacent deck thickness outside the line of openings,
with a minimum increase of 3 mm.
-
Insert plates
will be required at lower decks in way of any rapid change in hull
form to compensate for loss of deck cross-sectional area. Otherwise,
insert plates will not normally be required.
-
Compensation and
edge reinforcement for openings outside the line of main hatchways
will be considered, bearing in mind their position, the deck arrangements
and the type of ship concerned.
2.5.2 For
deck openings in way of cargo tanks in oil tankers and ore carriers, see also
Pt 4, Ch 9 Double Hull Oil Tankers, Pt 4, Ch 10 Single Hull Oil Tankers or Pt 4, Ch 11 Ore Carriers, as applicable. For main cargo hatchway openings on bulk
carriers and container ships, see also
Pt 4, Ch 7 Bulk Carriers and Pt 4, Ch 8 Container Ships, as applicable.
|