GHS
FAQ Question
QA013 :
Are there any special considerations in calculating stability for
a load of timber ?
Answer :
If your timber is loaded on deck so that it contributes to the buoyancy
when heeled, you may want to model the timber load as if it were
superstructure. You can use a "permeability" factor to
account for the air spaces. For example,
CREATE LUMBER
CLASS SUPER
PERM 0.75
ENDS 0, 100
TOP 20
BOT 10
OUT 20
SPACING 4
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