2.1.1 The
local scantling requirements of higher tensile steel plating, longitudinals,
stiffeners and girders may be based on a k
s factor
determined as follows:
or 0,66 whichever is greater
where
σ
o
|
= |
specified minimum yield strength of material in N/mm2
|
2.1.3 Where
different grades of steel are used for the plating and attached stiffeners,
then the higher tensile steel factor, k
L is
to be based on the lower material yield strength.