Section
7 Longitudinal bulkheads
7.1 General
7.1.2 Longitudinal bulkhead scantlings are to be additionally assessed against
ore loading in accordance with Table 11.7.1 Longitudinal and transverse
bulkhead scantlings for ore loading.
Table 11.7.1 Longitudinal and transverse
bulkhead scantlings for ore loading
Item
|
Longitudinal and transverse
bulkhead
|
Plate thickness including
corrugations (mm)
|
|
Modulus of rolled and built
stiffeners, and symmetrical corrugations (cm3)
|
|
Symbols
|
|
= |
s, S, k, l as defined in Pt 4, Ch 1, 1.5 Symbols and definitions 1.5.1
|
f
|
= |
1,1 – s/2500S but not to be taken
greater than 1,0 |
le
|
= |
effective length of stiffening member, in metres, and
for bulkhead stiffeners, to be taken as l – e
1 – e
2
|
γ |
= |
1,4 for rolled or built sections and double plate
bulkheads |
|
= |
1,6 for flat bars |
|
= |
1,1 for symmetrical corrugations of deep tank
bulkheads |
|
= |
1,0 for symmetrical corrugations of watertight
bulkheads |
ω, e
|
= |
as defined in Table 1.9.3 Bulkhead end constraint
factors in Chapter 1, see
also
Figure 1.9.1 End connections. Where applicable the
value of M
2 is to be taken as |
|
= |
|
K
c
|
= |
ore pressure coefficient, to be taken as
cos2 α+ (1 – sin ψ) sin2 α for inner side
(hopper tank, transverse and longitudinal bulkheads, lower stool,
vertical upper stool, etc.), and where: |
K
c
|
= |
0 for top side tank, upper deck and sloped upper
stool |
α |
= |
angle, in degrees, between panel considered and the
horizontal plane |
ψ |
= |
assumed angle of repose, in degrees, of bulk cargo
(considered drained and removed); in the absence of more precise
evaluation to be taken as ψ = 35° for iron ore |
H
|
= |
height, from position under consideration to deck at
side amidships, in metres |
C
|
= |
stowage rate, in m3/tonne, as defined in
Pt 3, Ch 3, 5.2 Symbols. For vessels where
Pt 4, Ch 11, 1.1 Application 1.1.5 is applicable, C is to
include the cargo overshoot specified in Pt 4, Ch 11, 13.4 Cargo loading conditions for design assessment 13.4.1.(e)
|
|
7.1.3 Longitudinal bulkheads on ore carriers are to be plane with rolled or
fabricated longitudinal stiffeners. The bulkhead may be sloped to form a hopper shape in
the lower part of the hold or over its full depth.
7.1.4 Where the upper part of the bulkhead is vertical and the lower part sloped
to form a hopper shape, the thickness of the bulkhead plating in way of the knuckle may
be required to be increased to resist transverse compressive buckling stresses. The
knuckle is to be arranged in way of a longitudinal.
7.1.5 The thickness of the lowest strake of sloped bulkhead plating is also to
comply with inner bottom requirements as given in Pt 4, Ch 11, 6.1 General 6.1.3. Where this provision results in an increase in
thickness, the latter may be gradually tapered above the lowest strake to the required
longitudinal bulkhead thickness at the position of the knuckle, or at a point one third
of the depth of the bulkhead above the inner bottom, whichever is the lower.
|
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