Section
5 Hull envelope framing – Longitudinally framed ships
5.1 General
5.1.1 This Section
covers the arrangements and requirements for longitudinal hull framing
of the midship region of flush deck and trunk deck tankers.
5.1.2 The scantlings
given in Table 6.5.1 Hull framing - Longitudinally
framed ships - Secondary structure (see
also
Pt 4, Ch 6, 5.4 Primary structure 5.4.1) are based
on end connections in accordance with Pt 3, Ch 10, 3 Secondary member end connections. Where brackets having arm lengths differing from
the standard are fitted, the modulus of stiffening members is to be
corrected in accordance with Pt 3, Ch 10, 3.7 Correction of stiffening member modulus in relation to end connections.
Table 6.5.1 Hull framing - Longitudinally
framed ships - Secondary structure
Item
|
Parameter
|
Requirement (See Notes 1
and 2)
|
Bottom longitudinals single
skin
|
Modulus
|
Z = K [0,34 + 0,46h
b + L
1 (0,112 – 0,009h
b)] hbksle2
cm3
|
Bottom
longitudinals double skin
|
Modulus
|
|
Inner bottom
longitudinals double skin
|
Modulus
|
Z = 6ksle2hg
cm3
|
Side longitudinals single
skin
|
Modulus
|
Z = (4 + 0,04L1) ksle
2hg cm3
|
Side longitudinals double
skin
|
Modulus
|
Z = (4,6 + 0,0342L1)
ksle2
hf cm3
|
Deck trunk side and
trunk deck
|
Modulus
|
Z = [hg – 3 + (0,18
– 0,02hg) L1] hg
ksle2 cm3
|
longitudinals
|
Inertia
|
I = le
Z cm4
|
For
Symbols, see
Table 6.4.1 Hull framing - Transversely framed
ships
|
Note
1. In case the scantlings of longitudinal
members result in an appreciable excess in the hull midship section
modulus as required byPt 3, Ch 4 Longitudinal Strength for the ship type concerned,
a reduction in the relevant members may be applied, provided the
permissible combined bending stress and the permissible local bending
stress are not exceeded. For permissible stresses, see
Pt 4, Ch 6, 12 Direct calculation procedures.
|
Table 6.5.2 Hull framing - Longitudinally
framed ships - Primary structure
Item
|
Parameter
|
Requirement
|
Bottom transverses
|
Modulus
|
Z = 6,6kSle2
hb cm3
|
Side transverses
|
Modulus
|
Z = 10kSle2hg
cm3
|
Deck and trunk deck
|
Modulus
|
The greater of:
|
transverses
|
|
Zb = 6,6kSle
2hg cm3
|
|
|
Zb = 4,3kSle 2
htcm3
|
Trunk side transverses
|
Modulus
|
Z = Z
b cm3
|
Plate webs in double skin
|
Thickness
|
The greater of:
|
|
|
t = 7 mm
|
|
|
t = 9 s
d
|
For
Symbols, see
Table 6.4.1 Hull framing - Transversely framed
ships
|
|
5.1.4 It is recommended
that the bottom of ships regularly resting aground be additionally
strengthened to withstand the stresses to which it may be subjected.
In such ships scallops or openings (unless reinforced) are not to
be made in the lower region of the bottom framing.
5.2 Bottom centreline girder
5.2.1 For dry-docking
purposes, single hull ships without a centreline bulkhead are to be
fitted with a centreline girder having the same height and thickness
as the bottom transverses and provided with suitable anti-tripping
arrangements.
5.2.2 For dry-docking
purposes, double hull ships are to be fitted with a centreline girder.
Centreline girders in double bottom structures are to be suitably
stiffened. For further details and scantlings, see
Pt 4, Ch 6, 5.6 Double bottom arrangements.
5.3 Longitudinal framing
5.3.4 Scallops
in longitudinals may not be fitted in way of end connections, crossings
with transverses or tripping brackets. Where openings for drainage
in longitudinals need to be fitted in way of end connections, etc.
reinforcements are required.
5.3.5 Longitudinals
which are cut in way of deck openings are to be connected to efficient
carlings.
5.4 Primary structure
5.4.4 The depth
of transverses is, generally, to be not less than twice the depth
of the slots for the longitudinals.
5.4.6 When the
span of transverses exceeds 3 m, tripping brackets connected to the
longitudinals are to be fitted about mid-length of the span.
5.4.8 As an alternative
to bracketed end connections, side shell transverses may be fitted
without brackets, provided their section modulus at the intersection
with the bottom transverse is at least equal to the modulus of the
bottom transverse, and in way of the deck transverse, at least equal
to the modulus of the deck transverse. In this case, the respective
face bars of the bottom and deck transverse are to be continued beyond
their point of intersection and are to be connected to the nearest
sideshell and bottom longitudinal in way. In case the facebars do
not line up with any longitudinals they are to be sniped in way of
the sideshell or bottomplating. The web plate of the bottom and deck
transverse is to be stiffened in line with the face of the side transverse, see also
Pt 4, Ch 6, 7.1 General 7.1.2.
5.5 Double skin arrangements
5.5.4 For details
regarding the accessibility and the standard required width of the
double skin on Type C tankers, reference is made to Pt 4, Ch 4, 3.6 Special requirements for Type C tankers. Requirements are also given
for strengthening the double skin in cases where the width is reduced
to the minimum value as allowed by the ADN. In that case the requirements
for reinforcing sideshell structure by means of strengthened sideshell
longitudinals in association with a maximum web frame spacing of 1.80
m is also to be complied with.
5.6 Double bottom arrangements
5.6.1 The scantlings
of the structure in the double bottom are to be in accordance with Table 6.5.3 Double bottom (longitudinal
framing).
Table 6.5.3 Double bottom (longitudinal
framing)
|
Item
|
Parameter
|
Requirements
|
(1)
|
Double bottom of centreline
|
Minimum depth
|
d
f = 650 mm
|
(2)
|
Centre girder and side girder
|
Thickness
|
t = (0,01d
f + 1) mm
|
(3)
|
Floors, watertight floors and floors in line with
web frames
|
Thickness
|
t = (0,009d
f + 2) mm
|
For Symbols,
see
Table 6.4.1 Hull framing - Transversely framed
ships.
|
5.6.2 All parts
of double bottom tanks are to be accessible for cleaning and inspection.
The tanks are to be well ventilated. Reference is made to Pt 4, Ch 4, 3.6 Special requirements for Type C tankers with regard to general requirements
concerning the minimum double bottom height, accessibility, the minimum
size of openings and minimum free distances between structural members
for passage and inspection.
5.6.3 A centreline
girder is to be fitted as required by Pt 4, Ch 6, 5.2 Bottom centreline girder.
Floors are to be fitted at a spacing not exceeding 2,5 m. Vertical
stiffeners having a depth not less than 50 mm are to be fitted to
the floors at every fourth longitudinal. Additional stiffening is
to be fitted in way of manholes. Where the spacing of the floors exceeds
2,0 m brackets are to be fitted midway between the floors on either
side of the centreline girder and at the margins of the double bottom,
extending in each case to the nearest bottom and inner bottom longitudinals.
The free edges of the brackets are to be suitably stiffened.
|