Section 3 Hull envelope plating
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Linkspans, July 2022 - Part 3 Construction, Design and Test Requirements - Chapter 4 Pontoons - Section 3 Hull envelope plating

Section 3 Hull envelope plating

3.1 Bottom shell plating

3.1.1 The bottom shell plating thickness is to comply with the requirements of Table 4.3.1 Bottom shell and bilge plating.

Table 4.3.1 Bottom shell and bilge plating

Location Longitudinal framing Transverse framing

(1) Bottom plating

The greater of the following:

(a)

(b)

The greater of the following:

(a)

(b)

L, D, T as defined in Pt 3, Ch 4, 1.3 Symbols and definitions
s = spacing of frames, beams or longitudinals, in mm
S = spacing or mean spacing of girders, transverses or floors, in metres
k = material factor, see Pt 3, Ch 2, 1.2 Steel
C w = wave head, in metres
= 7,71 × 10-2 L.e-0,0044L
= where e is the base of natural logarithms 2,71828
f 1 =
h T2 = (T+0,5C w), in metres but need not be taken greater than 1,2T m
s 1 = s, but is not to be taken less than the smaller of or 700 mm

3.2 Side and end shell plating

3.2.1 The side and end shell plating thickness is to comply with the requirements of Table 4.3.2 Side and end shell plating.

3.2.2 Sea inlets, or other openings, are to have well rounded corners and so far as possible, are to be kept clear of the bilge radius, if any. Openings on, or near to, the bilge radius are to be elliptical. The thickness of sea inlet box plating is to be the same as the adjacent shell, but not less than 12,5 mm and need not exceed 25 mm.

3.3 Deck plating

3.3.1 The pontoon deck plating thickness (t) is to comply with the requirements for strength/weather deck plating given in Table 4.3.3 Strength/weather deck plating.

3.3.2 Additionally, where the pontoon deck will be subject to vehicular loading, the plating is to be designed for the maximum tyre print and axle loads that will use the linkspan.

3.3.3 Details of the vehicle types using the deck are to be submitted. These are to include:

  • Wheel loads.
  • Axle and wheel spacings.
  • Tyre print dimensions.
  • Type of tyre fitted (solid or pneumatic).

3.3.4 The deck plating thickness, t, is to be not less than:

where
t c = wear and wastage allowance = 1,5 mm
t 1 =
P 1 = corrected patch load obtained from Table 4.3.4 Corrected patch loading
k = material factor, see Pt 3, Ch 2, 1.2 Steel
α = thickness coefficient obtained from Figure 4.3.1 Tyre print chart
β = tyre print coefficient used in Figure 4.3.1 Tyre print chart
=
s = spacing, in mm of frames, beams or longitudinals, as appropriate.

3.3.5 Where a transversely framed deck contributes to the hull girder strength or where secondary stiffening is fitted perpendicular to the direction of vehicle lanes, the thickness, t, derived from Pt 3, Ch 4, 3.3 Deck plating 3.3.4 is to be increased by 1,0 mm.

3.3.6 Where it is proposed to carry tracked vehicles, the patch dimensions may be taken as the track print dimensions and Pw is to be taken as half the total weight of the vehicle. The wear and wastage allowance, tc, is to be increased by 0,5 mm.

3.3.7 Deck fittings in way of vehicle lanes are to be recessed.

Figure 4.3.1 Tyre print chart

Table 4.3.2 Side and end shell plating

Location Thickness, in mm
Longitudinal framing Transverse framing

(1) Side shell clear of sheerstrake

(a) Above from the base:
The greater of the following:
(i)
(ii)
(a) Within from the gunwale:
The greater of the following:
(i)
(ii)
(b) Up to from the base:
The greater of the following:
(i)
(ii)
(b) Up to from mid-depth:
The greater of the following:
(i)
(ii)
  (c) Within from base:
(i)
(ii)
L, D as defined in Pt 3, Ch 4, 1.3 Symbols and definitions
L 1 = as defined in Figure 4.1.1 Pontoon dimensions
k = material factor see Pt 3, Ch 2, 1.2 Steel
C w = wave head, in metres
= 7,71 × 10-2 L.e-0,0044L
= where e is the base of natural logarithms 2,71828
f 1 =
h T1 = T + C w, in metres but need not be taken greater than 1,36T m
h T2 = (T + 0,5C w), in metres but need not be taken greater than 1,2T m
s 1 = s, but is not to be taken less than the smaller of or 700 mm
s = spacing of frames, beams or longitudinals, in mm

Table 4.3.3 Strength/weather deck plating

Location Minimum thickness, in mm
Longitudinal framing Transverse framing

(1) Deck plating

The greater of the following:

(a)

(b)

The greater of the following:

(a)

(b)

(2) In way of the crown of a tank

or as (1) whichever is the greater, but not less than 6,5 mm
L as defined in Pt 3, Ch 4, 1.3 Symbols and definitions
ρ = relative density (specific gravity) of liquid carried in a tank, but is not to be taken less than 1,025
k = material factor see Pt 3, Ch 2, 1.2 Steel
s = spacing of frames, beams or longitudinals, in mm
S = spacing or mean spacing or girders, transverses or floors, in metres
f = but not to be taken greater than 1,0
f 1 =
h 4 = tank head, in metres, see Table 4.5.1 Watertight and ballast tank bulkhead scantlings
s 1 = s, but is not to be taken less than the smaller of or 700 mm

Table 4.3.4 Corrected patch loading

Expression
v 1 = v, but not > s
u 1 = u, but not > a
for u ≤ (a - s)
for au > (a - s)
for u > a
for v < s
for 1,5 > ≥ 1,0
for ≥ 1,5
a, s, u, and v as defined in Figure 4.3.1 Tyre print chart
n = tyre correction factor, see Table 4.3.5 Tyre correction factor, n
P w = load, in tonnes, on the tyre print. For closely spaced wheels the shaded area shown in Figure 4.3.1 Tyre print chart may be taken as the combined print.
P 1 = corrected patch load, in tonnes
λ = dynamic magnification factor
φ1 = patch aspect ratio correction factor
φ2 = patch aspect ratio correction factor
φ3 = wide patch load factor

Table 4.3.5 Tyre correction factor, n

Number of wheels in idealized patch Pneumatic tyres Solid rubber tyres Steel or solid tyres
1 0,6 0,8 1,0
2 or more 0,75 0,9 1,0

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