Section 4 Side and stern doors and other shell openings
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Special Service Craft, July 2022 - Part 3 General Requirements and Constructional Arrangements - Chapter 4 Closing Arrangements and Outfit - Section 4 Side and stern doors and other shell openings

Section 4 Side and stern doors and other shell openings

4.1 General

4.1.1 These requirements cover cargo and service doors in the craft side (abaft the collision bulkhead) and stern area, below the freeboard deck and in enclosed superstructures.

4.1.2 For the requirements of bow doors, see Pt 6, Ch 5, 4 Bow doors and Pt 7, Ch 5, 4 Bow doors for steel and aluminium alloy construction respectively.

4.1.3 Side and stern doors are to be so fitted as to ensure tightness and structural integrity commensurate with their location and the surrounding structure. See also Pt 3, Ch 1, 6.8 Weathertight 6.8.2 and Pt 3, Ch 1, 6.9 Watertight 6.9.2.

4.1.4 In general, the lower edge of door openings are not to be below a line drawn parallel to the freeboard deck at side, which is at its lowest point at least 230 mm above the upper edge of the uppermost Load Line.

4.1.5 When the lower edge is below the uppermost Load Line, the arrangement will be specially considered. Special consideration is to be given to preventing the spread of leakage water over the deck. The reference to the uppermost Load Line is to be taken as the tropical fresh water line.

4.1.6 Doors are generally to be arranged to open outwards, however inward opening doors will be considered provided strongbacks are fitted when the doors are situated in the first two 'tween decks above the waterline.

4.1.7 For passenger craft the following is also applicable:

  1. Gangway, cargo and service ports fitted below the margin line, see Pt 3, Ch 4, 1.2 Downflooding 1.2.2, are to satisfy the strength requirements given for side doors in this Section. They are to be effectively closed and secured watertight before the craft leaves port, and are to be kept closed during navigation. Such ports are not to have their lowest point below the deepest subdivision Load Line.

  2. Where the inboard end of a rubbish chute is below the margin line in a passenger craft, the inboard end cover is to be watertight and, in addition to the discharge flap interlock, a screwdown automatic non-return valve is to be fitted in an easily accessible position above the deepest subdivision. The valve is to be controlled from a position above the bulkhead deck and provided with an open/shut indicator, and kept closed when not in use. A suitable notice is to be displayed at the valve position.

4.1.8 Where doors and platforms are fitted in the shell, the structural and watertight integrity of the hull is to be maintained. Such doors and platforms are not to lead directly into the craft and an internal watertight compartment is to be provided in way of the shell openings. The doors and platforms are to be arranged to open outwards. The sill height of the access hull opening is not to be less than 230 mm above the upper edge of the uppermost Load Line and the sill height of the internal access is to be not less than 300 mm higher than the hull sill. Alternative arrangements will be specially considered.

4.1.9 Doors may be of steel, aluminium alloy or FRP construction and are to be efficiently connected to the adjoining structure and of equivalent strength and are to have adequate securing and sealing arrangements. It is recommended that doors are hinged about their forward edges and open outwards. Details are to be submitted for approval. Other materials will be specially considered.

4.1.10 For craft complying with the requirements of this Section, the securing, supporting and locking devices are defined as follows:

  1. A securing device is used to keep the door closed by preventing it from rotating about its hinges or other pivoted attachments to the craft.

  2. A supporting device is used to transmit external and internal loads from the door to a securing device and from the securing device to the craft's structure, or a device other than a securing device, such as a hinge, stopper or other fixed device, that transmits loads from the door to the craft's structure.

  3. A locking device locks a securing device in the closed position.

4.2 Symbols

4.2.1 The symbols used in this Section are defined as follows:

σ = bending stress, in N/mm2
σe = equivalent stress, in N/mm2
=
τ = shear stress, in N/mm2

σo is defined in Pt 3, Ch 3, 1.2 General.

4.3 Scantlings

4.3.1 In general the strength of side and stern doors is to be equivalent to the strength of the surrounding structure.

4.3.2 Door openings in the side shell are to have well rounded corners and adequate compensation is to be arranged with web frames at sides and stringers or equivalent above and below. See Pt 6, Ch 3, 3 Shell envelope plating, Pt 7, Ch 3, 3 Shell envelope plating and Pt 8, Ch 3, 3 Shell envelope laminate for steel, aluminium alloy and composite construction respectively.

4.3.3 Doors are to be adequately stiffened, and means are to be provided to prevent movement of the doors when closed. Adequate strength is to be provided in the connections of the lifting/manoeuvring arms and hinges to the door structure and to the craft structure.

4.3.4 The thickness of the door plating is to be not less than the shell plating calculated with the door stiffener spacing, and in no case to be less than the minimum adjacent shell thickness.

4.3.5 Where stern doors are protected against direct wave impact by a permanent external ramp, the thickness of the stern door plating may be reduced by 20 per cent relative to the requirements of Pt 3, Ch 4, 4.3 Scantlings 4.3.4. Those parts of the stern door which are not protected by the ramp are to have the thickness of plating in full compliance with Pt 3, Ch 4, 4.3 Scantlings 4.3.4.

4.3.6 The section modulus of horizontal or vertical stiffeners is to be not less than required for the adjacent shell framing using the actual stiffener spacing. Consideration is to be given, where necessary, to differences in fixity between shell frames and door stiffeners.

4.3.7 Where necessary, door secondary stiffeners are to be supported by primary members constituting the main stiffening elements of the door.

4.3.8 The webs of primary members are to be adequately stiffened, preferably in a direction perpendicular to the shell plating.

4.3.9 The buckling strength of primary members is to be specially considered.

4.3.10 All load transmitting elements in the design load path from door through securing and supporting devices into the craft structure, including welded connections, are to be to the same strength standard as required for the securing and supporting devices.

4.4 Doors serving as ramps

4.4.1 Where doors also serve as vehicle ramps, the plating and stiffeners are to be not less than required for vehicle decks. See Pt 6, Ch 5, 3 Vehicle decks, Pt 7, Ch 5, 3 Vehicle decks and Pt 8, Ch 5, 3 Vehicle decks for steel, aluminium alloy and composite construction respectively.

4.4.2 The support structure (including hinges) is to be assessed in accordance with Pt 6, Ch 5, 2.13 Ramp supporting structure, Pt 7, Ch 5, 2.13 Ramp supporting structure and Pt 8, Ch 5, 2.13 Ramp supporting structure for steel, aluminium alloy and composite construction, respectively.

4.5 Closing, securing and supporting of doors

4.5.1 Doors are to be fitted with adequate means of closing, securing and supporting so as to be commensurate with the strength and stiffness of the surrounding structure. The hull supporting structure in way of the doors is to be suitable for the same design loads and design stresses as the securing and supporting devices. Where packing is required, the packing material is to be of comparatively soft type, and the supporting forces are to be carried by the steel structure only. Other types of packing may be considered. Maximum design clearance between securing and supporting devices is not generally to exceed 3 mm.

4.5.2 Securing devices are to be simple to operate and easily accessible. They are to be of an approved type.

4.5.3 Securing devices are to be equipped with mechanical locking arrangements (self locking or separate arrangements), or are to be of gravity type. The opening and closing systems as well as securing and locking devices are to be interlocked in such a way that they can only operate in the proper sequence.

4.5.4 Means are to be provided to enable the doors to be mechanically fixed in the open position taking into account the self weight of the door and a minimum wind pressure. The following minimum wind pressure and direction need to be considered:
  • 1,5 kN/m2 (0,153 tonne-f/m2) acting on the maximum projected area in the open position. Maximum projected area is to be determined by the projected area of the open door onto the ship’s vertical plane, thereby considering static heel angles of the vessel of up to 15 degrees; and
  • 150 N/m2 acting on the maximum projected area of the open door onto a horizontal plane .

4.5.5 The spacing for cleats or closing devices is not to exceed 2,5 m and cleats or closing devices are to be positioned as close to the corners as practicable. Alternative arrangements for ensuring weathertight sealing will be specially considered. Where special consideration is made, the maximum deflection of the door edge between the cleats under the pressure loading (internal/external for outside/inside opening doors respectively) is to be limited to 1/1000 of the cleats distance, applying the load specified in Pt 3, Ch 4, 4.5 Closing, securing and supporting of doors 4.5.11 acting to push the door open.

4.5.6 Doors with a clear opening area of 12 m2 or greater are to be provided with closing devices operable from a remote control position. Doors which are located partly or totally below the freeboard deck with a clear opening area greater than 6m2 are to be provided with an arrangement for remote control from a position above the freeboard deck. This remote control is provided for the:

  1. Closing and opening of the doors.

  2. Associated securing and locking devices.

4.5.7 The location of the remote control panel is to be such that the opening/closing operation can be easily observed by the operator or by other suitable means such as closed circuit television.

4.5.8 A notice is to be displayed at the operating panel stating that the door is to be fully closed and secured preferably before, or immediately prior to, the craft leaving the berth and that this operation is to be entered in the craft's log. This notice is to be supplemented by warning indicator lights indicating if any door is not fully closed, secured and locked.

4.5.9 Means are to be provided to prevent unauthorised operation of the doors.

4.5.10 Where hydraulic securing devices are applied, the system is to be mechanically lockable in the closed position so that in the event of hydraulic system failure, the securing devices will remain locked. The hydraulic system for securing and locking devices is to be isolated from other hydraulic circuits when in the closed position.

4.5.11 The design force considered for the scantlings of primary members, securing and supporting devices of side shell doors and stern doors are to be taken not less than:

  1. Design forces for securing or supporting devices of doors opening inwards:

    External force:

    F e = Ap e + F p kN

    Internal force:

    P i = P o + 10W kN
  2. Design forces for securing or supporting devices of doors opening outwards:

    External force:

    F e = Ap e kN

    Internal force:

    P i = P o + 10W + F p kN
  3. Design forces for primary members:

    External force:

    F e = Ap e kN

    Internal force:

    P i = P o + 10W kN

whichever is the greater.

The symbols used are defined as follows:

p e = external sea pressure, not to be taken less than 25 kN/m2
A = total area of door opening, in m2 to be determined on the basis of the load area taking account of the direction of pressure
W = weight of the door, in tonnes
F p = total packing force, kN. When packing is fitted, the packing force per unit length is to be specified, normally not to be taken less than: 5 kN/m
P o = the greater of P c and 5A kN
P c = accidental force, in kN, due to loose cargo, etc. to be uniformly distributed over the area A and not to be taken less than 300 kN. For small doors such as bunker doors and pilot doors, the value of P c may be taken as zero, provided an additional structure such as an inner ramp is fitted, which is capable of protecting the door from accidental force due to loose cargoes.

4.6 Systems for indication and monitoring

4.6.1 The following requirements apply to doors in the boundaries of special category spaces or ro-ro spaces, as defined in the SOLAS Convention, through which such spaces may be flooded. For cargo craft, where no part of the door is below the uppermost waterline and the area of the door opening is not greater than 6 m2, then the requirements of this Section need not be applied.

4.6.2 Separate indicator lights and audible alarms are to be provided on the navigation bridge and on each operating panel to indicate that the doors are closed and that their securing and locking devices are properly positioned. The indication panel is to be provided with a lamp test function. It is not to be possible to turn off the indicator light.

4.6.3 The indicator system is to be designed on the fail safe principle and is to indicate by visual alarms if the door is not fully closed and not fully locked, and by audible alarms if securing devices become open or locking devices become unsecured. The power supply for the indicator system is to be independent of the power supply for operating and closing the doors and is to be provided with a back-up power supply. The sensors of the indicator system are to be protected from water, ice formation and mechanical damages.

4.6.4 The indication panel on the navigation bridge is to be equipped with a mode selection function `harbour/sea voyage', so arranged that audible alarm is given if the craft leaves harbour with side shell or stern doors not closed or with any of the securing devices not in the correct position.

4.6.5 For passenger craft, a water leakage detection system with audible alarm and television surveillance are to be arranged to provide an indication to the navigation bridge and to the engine control room of any leakage through the doors. For cargo craft, a water leakage detection system with audible alarm is to be arranged to provide an indication to the navigation bridge.

4.7 Design of securing and supporting devices

4.7.1 Securing devices and supporting devices are to be designed to withstand the forces given in Pt 3, Ch 4, 5.11 Standard designs using the permissible stresses given in Table 4.4.1 Permissible stress for bolts, closing and supporting devices. The terms `securing device' and `supporting device' are defined in Pt 6, Ch 5, 4.3 Symbols and definitions.

4.7.2 The nominal tensile stress in way of threads of bolts is not to exceed the permissible stress given in Table 4.4.1 Permissible stress for bolts, closing and supporting devices. The arrangement of securing and supporting devices is to be such that threaded bolts are not to carry support forces.

4.7.3 For steel to steel bearings in securing and supporting devices, the normal bearing pressure is not to exceed 0,8σo. For other bearing materials, the permissible bearing pressure is to be determined according to the manufacturer's specification. The normal bearing pressure is to be calculated by dividing the design force by the projected bearing area.

4.7.4 The distribution of the reaction forces acting on the securing and supporting devices may require to be supported by direct calculations taking into account the flexibility of the hull structure and the actual position and stiffness of the supports. Small and/or flexible devices, such as cleats, intended to provide load compression of the packing material are not generally to be included in these calculations.

4.7.5 Only the active supporting and securing devices having an effective stiffness in the relevant direction are to be considered in the calculation of the reaction forces acting on the devices.

4.7.6 The number of securing and supporting devices is generally to be the minimum practicable whilst complying with Pt 3, Ch 4, 4.5 Closing, securing and supporting of doors 4.5.3 and taking account of the available space in the hull for adequate support.

Table 4.4.1 Permissible stress for bolts, closing and supporting devices

Material Closing and supporting devices Thread of bolts
Direct stress Shear stress Equivalent stress Direct stress
N/mm2 N/mm2 N/mm2 N/mm2
Steel
Aluminium
Note
k s = , σo as defined in Ch 3,Pt 3, Ch 3, 1.2 General 1.2.1
k a = , σya as defined in Ch 3,Pt 3, Ch 3, 1.2 General 1.2.2

4.7.7 The arrangement of securing devices and supporting devices in way of these securing devices is to be designed with redundancy so that in the event of failure of any single securing or supporting device the remaining devices are capable of withstanding the reaction forces, without exceeding, by more than 20 per cent, the permissible stresses referred to in Pt 3, Ch 4, 4.7 Design of securing and supporting devices 4.7.1.

4.8 Operating and Maintenance Manual

4.8.1 An Operating and Maintenance Manual for the doors is to be provided on board and is to contain necessary information on:

  1. main particulars and design drawings;

  2. service conditions, (e.g. service area restrictions, acceptable clearances for supports);

  3. maintenance and function testing;

  4. register of inspections and repairs.

This Manual is to be submitted to LR for review, and is to contain a note recommending that recorded inspections of the door supporting and securing devices be carried out by the craft's staff at monthly intervals or following incidents that could result in damage, including heavy weather or contact in the region of the doors. Any damages recorded during such inspections are to be reported to LR.

4.8.2 Documented operating procedures for closing and securing the doors are to be kept on board and posted at an appropriate place.

4.9 Engine removal arrangements

4.9.1 Where portable plates are required for unshipping machinery, or for other similar reasons, they may be accepted provided they are of equivalent strength to the unpierced structure and are secured by gaskets and close spaced bolts. The pitch spacing of the bolts will be specially considered depending on the hatch stiffening and support arrangements but should not exceed ten diameters.

4.10 Testing on completion

4.10.1 The items listed in Table 1.7.1 Testing requirements in Chapter 1 are to be hose tested to the satisfaction of the Surveyor.


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