< Previous | Contents | Next >
Section 2 Deck Load
201. Value of h
h for second tier superstructure deck above the freeboard deck is not to be less than obtained from the following formula in Table 10.1.
Table 10.1 Minimum value of h
Position of deck | h | Ǽ | |||
Deck plating | Beams | Transverses, Longitudinal deck girders and pillars | |||
à P 90m | 90 m ≤ à ≤ 150 m | ||||
Second tier superstructure deck above the freeboard deck | ǼΡ̓ÜÃ | 1.95 | 1.28 | 9.81/100 (0.11 Ã + 3.2) | 0.69 |