4 Allowable hold loading
The allowable hold loading W, in tonnes, is
given by:

where:
F
|
= |
1.05
in general |
= |
1.00 for steel mill products |
ρ
c
|
= |
cargo density, in t/m3; for bulk cargoes, see 2.1; for steel products, ρ
cis to be taken as the density of steel
|
V
|
= |
volume,
in m3, occupied by cargo at a level h
1
|
h
1
|
= |
|
X
|
= |
for
bulk cargoes, the lesser of X
1 and X
2 given by
|
= |
|
= |
|
X
|
= |
for
steel products, X may be taken as X
1,
using perm = 0
|
ρ
|
= |
seawater
density, in t/m3
|
g
|
= |
9.81
m/s2, gravity acceleration
|
E
|
= |
|
d
f,D
|
= |
as given in 2.2
|
h
f
|
= |
flooding head, in m, as defined in 2.2
|
perm
|
= |
permeability
of cargo, to be taken as 0.3 for ore (corresponding bulk cargo density
for iron ore may generally be taken as 3.0 t/m3)
|
Z
|
= |
the
lesser of Z
1 and Z
2 given
by:
|
= |
|
= |
|
C
h
|
= |
shear capacity of the double bottom, in kN, as defined in section 3, considering, for each
floor, the lesser of the shear strengths S
f1 and S
f2 (see 3.1)
and, for each girder, the lesser of the shear strengths S
g1 and S
g2 (see 3.2)
|
C
c
|
= |
shear capacity of the double bottom, in kN, as defined in section 3, considering, for each
floor, the shear strength S
f1 (see 3.1) and, for each girder, the
lesser of the shear strengths S
g1 and S
g2 (see 3.2)
|
A
DB,h
|
= |
|
A
DB,e
|
= |
|
n
|
= |
number
of floors between stools (or transverse bulkheads, if no stool is
fitted) |
S
i
|
= |
space of ith floor, in m
|
B
DB,i
|
= |
B
DB - s for floors whose
shear strength is given by S
f1 (see 3.1)
|
B
DB,i
|
= |
B
DB,h for floors whose shear strength
is given by S
f2 (see 3.1)
|
B
DB
|
= |
breadth of double bottom, in m, between hoppers (see figure 3)
|
B
DB,h
|
= |
distance, in m, between the two considered openings (see figure 3)
|
s
|
= |
spacing,
in m, of double-bottom longitudinals adjacent to hoppers. |
Figure 1
Figure 2
Figure 3
|
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