| A
|
Area
|
m2
|
| Sectional area of stiffeners and primary members
|
cm2
|
| C
|
Coefficient
|
-
|
| F
|
Force and concentrated loads
|
kN
|
| I
|
Hull girder inertia
|
m4
|
| Inertia of stiffeners and primary members
|
cm4
|
| M
|
Bending moment
|
kNm
|
| M
|
Mass
|
t
|
| P
|
Pressure
|
kN/m2
|
| Q
|
Shear force
|
kN
|
| T
|
Draught of ship, see [3.1.5]
|
m
|
| Z
|
Hull girder section modulus
|
m3
|
| Section modulus of stiffeners and primary supporting members
|
cm3
|
| ai
|
Acceleration for the effect ‘i’
|
m/s2
|
| b
|
Width of attached plating
|
mm
|
| Width of face plate of stiffeners and primary supporting
members
|
mm
|
| g
|
Gravity acceleration, taken equal to 9.81 m/s2
|
m/s2
|
| h
|
Height
|
m
|
| Web height of stiffeners and primary supporting members
|
mm
|
|

|
Length/span of stiffeners and primary supporting members
|
m
|
| n
|
Number of items
|
-
|
| r
|
Radius
|
mm
|
| Radius of curvature of plating or bilge radius
|
mm
|
| t
|
Thickness
|
mm
|
| x
|
X coordinate along longitudinal axis, see [3.6]
|
m
|
| y
|
Y coordinate along transverse axis, see [3.6]
|
m
|
| z
|
Z coordinate along vertical axis, see [3.6]
|
m
|
| η
|
Permissible utilisation factor (usage factor)
|
-
|
| γ
|
Safety factor
|
-
|
| δ
|
Deflection/displacement
|
mm
|
| θ
|
Angle
|
deg
|
| ρ
|
Density of seawater, taken equal to 1.025 t/m3
|
t/m3
|
| σ
|
Normal stress
|
N/mm2
|
| τ
|
Shear stress
|
N/mm2
|