Item
|
Parameter
|
Requirement
|
(1) Side frame
|
Modulus
|
Z =
7hfksle
2 cm3
|
(2) Side
longitudinals
|
Modulus
|
Z = (4,6 +
0,0342L
1) h
f
ks
le
2 cm3
|
(3) Side
transverses
|
Modulus
|
Z = 10h
f
kSle 2 cm3
See Note
|
(4) Stringers
|
Modulus
|
Z =
6,6hfkS
le2 cm3
|
(5) Webs supporting
stringers and girders
|
Modulus
|
Z is to be determined from calculations using a stress of 98/k
N/mm2 assuming fixed ends, in association with a head,
hf. See Note
|
Symbols
|
L, S, s, le, Z, k and
I are as defined in Pt 4, Ch 2, 1.5 Symbols and definitions 1.5.1
hf
|
= |
the vertical distance, in metres, from the middle of
the effective length of the stiffening member under consideration
to the deck at side or to a line at T + 0,4 m for Zone 3,
T + 0,7 m for Zone 2, T + 1,0 m for Zone 1,
whichever is the lesser, but is to be taken as not less than 2,0 m |
L1
|
= |
L but is to be not less than 40 m, nor more than 100 m |
|
Note The section modulus of side transverses or webs at top and
bottom is to be not less than half the section modulus of the bottom
and deck transverses in way.
|