Page 157 - Marine Structural Design

Chapter 7 Limit State Design of Offshore Structures 133

Unstiffened Uniform NORSOK
plate lateral load Buckling
and in-plane check not
normal and necessary if
shear stresses
- 55.46
L 1

__
Flange Longitudinal NS 3472 or Buckling
outstand compression check of
Eurocode 3
flange
outstand not
necessary if

Transverse Bending NS 3472 or
stiffened moment and Eurocode 3
plate panel shear

hngitudina Longitudinal NORSOK !
1 stiffened and
plate panel transverse
compression
combined
with shear
and lateral
load

E =,/- where cry in (Nlrnm’) unit