Section
5 Hull framing
5.1 General
5.1.1 The
framing requirements given for oil tankers in Pt 4, Ch 9, 5 Hull framing are to be applied, except as
provided for in this Section.
5.1.2 Lateral
buckling of longitudinal and transverse ordinary stiffeners is to
be assessed in the following areas in association with a factor of
safety of not less than 1,15 (allowable utilisation factor to be reduced
by at least 1/1,15 = 0,87). Details are to be submitted:
- hatchway coaming;
- inner bottom;
- sloped stiffened panel of topside tanks (if any);
- longitudinal bulkhead;
- top stool and bottom stool of transverse bulkhead (if any) and
- stiffened transverse bulkhead (if any).
5.2 Symbols
5.2.1 The
symbols used in this Section are defined as follows:
h
|
= |
load
height, in metres, on the weather deck for primary and secondary members
between ore hatchways |
|
= |
1,8 for secondary
members forward of 0,075L from F.P.
|
|
= |
4,2 + 2,04E for
primary members forward of 0,075L from F.P.
|
|
= |
1,5 between 0,075L and 0,12L from F.P.
|
|
= |
where but not to be greater than 0,147
|
K
1
|
= |
1,6 in the forward 0,12L
|
K
2
|
= |
0,00054 in the forward 0,075L
|
5.3 Bottom longitudinals in double bottom tanks
5.3.2 In
general, the span of longitudinals in the double bottom in the centre
hold is not to exceed 2,5 m or 0,01L, whichever is the
greater, and the span in the wing tanks is not to exceed the greater
of 3,6 m or 0,02L.
5.4 Deck structure in way of centre hold
5.4.1 Where
the hatch coamings are situated inboard of the longitudinal bulkhead,
the deck between the two is to be fitted with suitably supported longitudinals
complying with Pt 4, Ch 9, 5 Hull framing.
5.5 Primary and secondary members inside line of ore hatchways
5.5.1 The
section modulus of secondary members between hatches is to be not
less than:
Z
|
= |
k
(K
1
TD + K
2
hB l
e
2
s) cm3
|
but need not exceed twice the value given by the
second term within the brackets in the formula.
5.5.2 The
section modulus of primary members between hatches is to be not less
than:
Forward of 0,075L from the forward perpendicular,
the depth of the primary member is to be not less than twice that
of the secondary member supported.
5.5.3 Particular
attention is to be paid to the scarfing of deck beams into the structure
outside the line of openings. Substantial brackets or equivalent arrangements
are to be provided.
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