4.1.3 The
thickness, t, of forecastle deck plating is to be not
less than:
4.1.4 Deck
longitudinals and beams are to comply with Pt 3, Ch 5, 2.3 Deck stiffening, using a head of 1,8 m forward of 0,075L and
1,5 m between 0,12L and 0,075L.
4.1.5 Girders,
transverses and pillars are to be in accordance with Pt 3, Ch 5, 2.4 Deck supporting structure, and the depth of the girder
or transverse is to be not less than twice that of the beam or longitudinal
supported.