Bow height ( Regulation 39(2) ) (IACS interpretation LL.38/Rev.1)
Clasification Society 2023 - Version 9.38
Statutory Documents - IMO Publications and Documents - International Conventions - Load Lines, 1966/1988 - International Convention on Load Lines, 1966, as Amended by the Protocol of 1988 - Unified Interpretations of the Provisions of the International Convention on Load Lines, 1966 - Bow height (Regulation 39(2)) (IACS interpretation LL.38/Rev.1)

Bow height ( Regulation 39(2) ) (IACS interpretation LL.38/Rev.1)

  1 When calculating the bow height, the sheer of the forecastle deck may be taken into account, even if the length of the forecastle is less than 0.15L, but greater than 0.07L, provided that the forecastle height is not less than one half of standard height of superstructure as defined in regulation 33 between 0.07L and the forward terminal.

  2 Where the forecastle height is less than one half of standard height of superstructure, as defined in regulation 33, the credit bow height may be determined as follows:

  • .1 when the freeboard deck has sheer extending from abaft 0.15L, by a parabolic curve having its origin at 0.15L abaft the forward terminal at a height equal to the midship depth of the ship, extended through the point of intersection of forecastle bulkhead and deck, and up to a point at the forward terminal not higher than the level of the forecastle deck. However, if the value of the height denoted h t in figure 9 is smaller than the value of the height denoted h b, then h t may be replaced by h b in the available bow height (figure 9).

  • .2 when the freeboard deck has sheer extending for less than 0.15L or has no sheer, by a line from the forecastle deck at side at 0.07L extended parallel to the base line to the forward terminal (figure 10).

h t = Half standard height of superstructure as defined in regulation 33
h t =

Figure 9

Figure 10


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