3.2.1 Where an
aluminium alloy complying with Ch 8 Aluminium Alloys of
LR’s Rules for Materials is used in the construction of erections,
the scantlings of these erections are to be increased (relative to
those required for steel construction) by the percentages given in Table 8.3.1 Percentage increase of
scantlings.
Table 8.3.1 Percentage increase of
scantlings
Item
|
Percentage
increase
|
Fronts, sides, aft ends, unsheathed
deck plating
|
20
|
Decks sheathed in accordance with
Pt 3, Ch 2, 3 Deck covering
|
10
|
Stiffeners and beams
|
70
|
Scantlings of small isolated
houses
|
Nil
|
3.2.2 The thickness, t, of aluminium alloy members is to be not less than:
t
|
= |
2,5
+ 0,022d
w mm, but need not exceed 10 mm
|
|
= |
where |
d
w
|
= |
depth of section, in mm. |
3.2.3 The minimum moment of inertia, I, of aluminium alloy stiffening
members is to be not less than:
I |
= |
5,25Z l1 cm4
|
|
= |
where |
l1
|
= |
the
span of the member, in metres, and Z is the required
section modulus of the steel stiffening member obtained from Pt 3, Ch 8, 2 Scantlings of erections.
|