Section 6 Shell envelope framing
Clasification Society 2024 - Version 9.40
Clasifications Register Rules and Regulations - Rules and Regulations for the Classification of Ships, July 2022 - Part 4 Ship Structures (Ship Types) - Chapter 8 Container Ships - Section 6 Shell envelope framing

Section 6 Shell envelope framing

6.1 General

6.1.1 The requirements of Pt 4, Ch 1, 6 Shell envelope framing are to be applied, together with the requirements of this Section.

6.1.2 The ShipRight FDA Procedure, Structural Detail Design Guide (SDDG) indicates recommended examples of configurations for end connections of shell envelope longitudinals.

6.2 Side shell primary supporting structure

6.2.1 A primary supporting structure for side shell envelope framing is to be provided of either single or double skin construction. This normally consists of a combination of vertical transverse webs and horizontal side stringers/decks.

6.2.2 Transverse webs supporting side shell envelope framing are to be arranged in line with the floors in the double bottom to ensure continuity of transverse strength.

6.2.3 The scantlings of double skin primary structure, including thickness of side shell envelope plating, are to be verified by direct calculations in accordance with Pt 4, Ch 8, 14.2 Procedures for verification of primary structure scantlings.

6.2.4 The scantlings of single skin primary structure are to comply with Pt 4, Ch 1, 6.4 Primary supporting structure. Alternatively the scantlings are to be verified by direct calculations in accordance with Pt 4, Ch 8, 14.2 Procedures for verification of primary structure scantlings.

6.3 Side stringers in double skin construction

6.3.2 In addition, the scantlings of watertight side stringers are to satisfy the requirements of Pt 4, Ch 1, 9 Bulkheads.

6.4 Transverse webs in double skin construction

6.4.2 Transverse webs are to be efficiently stiffened, and the thickness increased locally where necessary on account of high shear stress.

6.4.3 Where, towards the end of the ship, the width of transverse webs reduces from that assumed in the direct calculations, the thickness may require to be increased locally.

6.5 Minimum thickness of transverse webs/side stringers in double skin construction

6.5.1 Transverse webs and side stringers are to have a thickness, t, not less than:

t = 7,5 + 0,015L or 9 mm, whichever is the lesser.

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