Load
case
|
Horizontal
location of ice patch load, see Note 2
|
Vertical
location
|
L1
|
Between web
frames in way of centre of hold
|
Stringer,
see Note 1
|
L2
|
Between
adjacent web frame and transverse bulkhead
|
Stringer,
see Note 1
|
L3
|
Between web
frames in way of centre of hold
|
Deck
|
L4
|
Between
adjacent web frame and transverse bulkhead
|
Deck
|
L5
|
Centre of web
frame in way of centre of hold
|
Above
stringer
|
L6
|
Centre of
adjacent web frame in way of transverse bulkhead
|
Above
stringer
|
L7
|
Centre of web
frame in way of centre of hold
|
Between
stringers/decks
|
L8
|
Centre of
adjacent web frame in way of transverse bulkhead
|
Between
stringers/decks
|
L9
|
Centre of web
frame in way of centre of hold
|
Above
deck
|
L10
|
Centre of
adjacent web frame in way of transverse bulkhead
|
Above
deck
|
L11
|
Centre of
transverse bulkhead
|
Above
stringer
|
L12
|
Centre of
transverse bulkhead
|
Between
decks/stringers
|
L13
|
Centre of
transverse bulkhead
|
Above
deck
|
Note If several
horizontal stringers are arranged with same dimension and
details within the ice belt as (A) in Ch 3, 3.1 Design load cases 3.1.2 , one of the representatives is to be
analysed.
Note If port and starboard have different structural
configuration, additional load cases are to be
analysed.
|