Section 7 Single bottom structures
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Naval Ships, January 2023 - Volume 1 Ship Structures - Part 6 Hull Construction in Steel - Chapter 3 Scantling Determination - Section 7 Single bottom structures

Section 7 Single bottom structures

7.1 General

7.1.1 The requirements of this Section, unless specified otherwise, are applicable to all ship types, NS1, NS2 and NS3.

7.1.2 The basic structural scantlings of NS1 ships are to be determined in accordance with Vol 1, Pt 6, Ch 3, 3 NS1 scantling determination. The basic structural scantlings of NS2 and NS3 ships are to be determined in accordance with Vol 1, Pt 6, Ch 3, 4 NS2 and NS3 scantling determination The arrangement of single bottoms are to be in accordance with Vol 1, Pt 3, Ch 2, 3.5 Single bottom structure.

7.1.3 The scantlings of the single bottom are to comply with the minimum requirements given in Vol 1, Pt 6, Ch 3, 2 Minimum structural requirements

7.1.4 Where appropriate all ships are to comply with the requirements of Vol 1, Pt 6, Ch 3, 14 Strengthening for bottom slamming for bottom slamming.

7.1.5 Watertight girders and floors or girders and floors forming the boundaries of tank spaces are to comply with the requirements for watertight bulkheads and deep tanks as detailed in Vol 1, Pt 6, Ch 3, 9 Bulkheads and deep tanks. For corrosion margins, see Vol 1, Pt 6, Ch 6, 3.8 Corrosion margin

7.2 Centreline girder

7.2.1 The web depth of the centreline girder is in general to be equal to the depth of the floors at the centreline. The minimum requirements for web depth and thickness are specified in Vol 1, Pt 6, Ch 3, 2 Minimum structural requirements

7.2.2 The geometric properties of the centre girder are to be in accordance with Vol 1, Pt 6, Ch 2, 2.9 Proportions of stiffener sections. The buckling requirements of Vol 1, Pt 6, Ch 2, 3 Buckling are to be satisfied.

7.2.3 The face flat area of the centreline girder outside 0,3 to 0,7L R may be 80 per cent of the value given in Vol 1, Pt 6, Ch 3, 2 Minimum structural requirements

7.2.4 The face flat thickness is to be not less than the thickness of the web.

7.2.5 The ratio of the width to thickness of the face flat is to be not less than 8 but is not to exceed 16.

7.3 Side girders

7.3.1 The face flat area and thickness of side girders are to comply with the requirements for plate floors as defined in Vol 1, Pt 6, Ch 3, 2 Minimum structural requirements and Vol 1, Pt 6, Ch 3, 7.4 Floors - general. The buckling requirements of Vol 1, Pt 6, Ch 2, 3 Buckling are to be satisfied.

7.4 Floors - general

7.4.1 The web thickness, t w, of plate floors, is to be accordance with Vol 1, Pt 6, Ch 2, 2.9 Proportions of stiffener sections and is to be taken as not less than:

for NS1 ships

for NS2 and NS3 ships

where

d f is to be determined from Table 3.2.1 Minimum structural requirements

k s and S are as defined in Vol 1, Pt 6, Ch 3, 3.2 Symbols 3.2.1

Where the floor spacing, S is greater than 2,0 m it is recommended that the floor thickness is calculated by direct calculations.

7.4.2 In addition the area of face plate for NS1 ships is not to be less than

k s is as defined in Vol 1, Pt 6, Ch 3, 3.2 Symbols 3.2.1

T, B are as defined in Vol 1, Pt 3, Ch 1, 5.2 Principal particulars.

7.4.3  If the side frames of the ship are attached to the floors by brackets, the depth of floor may be reduced by 15 per cent and the floor thickness determined using the reduced depth. The brackets are to be flanged and have the same thickness as the floors, and their arm lengths clear of the frame are to be the same as the reduced floor depth given above.

7.4.4 The face flat thickness is to be not less than the thickness of the web plate. The ratio of the breadth of the face flat to the thickness of the face flat is to be not less than 8 but is not to exceed 16.

7.4.5 Additionally floors are to comply with the requirements for bottom transverse web frames.

7.5 Single bottom structure in machinery spaces

7.5.1 The arrangement of structure in machinery spaces is to be in accordance with Vol 1, Pt 3, Ch 2, 6 Machinery space arrangements

7.5.2 The thickness, t w, of the floors in machinery spaces is to be 1 mm greater than that required by Vol 1, Pt 6, Ch 3, 7.4 Floors - general

7.5.3 The depth and section modulus of floors anywhere between engine or gearbox girders is to be not less than that required to maintain continuity of structural integrity or 50 per cent of the depth given in Vol 1, Pt 6, Ch 3, 7.4 Floors - general The face flat area and web thickness for such reduced floor heights are to be increased appropriately in order to maintain continuity of structural strength.

7.5.4  In way of machinery spaces situated amidships the minimum depth of floors is to be at least 10 per cent greater than that required in Vol 1, Pt 6, Ch 3, 7.4 Floors - general. If the top of the floors is recessed in way of the engines, the depth of the floors in way of the recess should generally be not less than that required by Vol 1, Pt 6, Ch 3, 7.4 Floors - general, but this will be specially considered in each case in relation to the arrangements proposed.

7.5.5 The general requirements for machinery or raft seatings are given in Vol 1, Pt 6, Ch 3, 13 Machinery and raft seatings.

7.6 Rudder horns

7.6.1 The shell plating thickness in way of the rudder horn is to be increased locally, by generally not less than 50 per cent but need not to be taken as greater than the keel thickness required by Vol 1, Pt 6, Ch 3, 2 Minimum structural requirements. The scantlings of rudder horns will be specially considered.

7.7 Forefoot and stem

7.7.1 The thickness of plate stems at the waterline is to comply with the minimum requirements for plate keels given in Vol 1, Pt 6, Ch 3, 2 Minimum structural requirements, see also Vol 1, Pt 6, Ch 3, 5.2 Plate keel

7.7.2 The forefoot and stem is to be additionally reinforced with floors.


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