|
at
|
= |
Largest
transverse acceleration at the centre of gravity of the deck cargo
in the forward or aft end of the stow in m/s2
|
|
B |
= |
Width of deck
cargo in metres |
|
b |
= |
Width of each
individual stack of packages |
|
CS |
= |
Calculated strength
of lashing in kN, see section 6.4
|
|
fR
|
= |
Reduction
factor for accelerations due to expected sea state |
|
g0
|
= |
Gravity
acceleration 9.81 m/s2
|
|
H |
= |
Height of deck
cargo in metres |
|
HM
|
= |
Maximum
significant wave height |
|
h |
= |
Height above deck
at which hoglashings are attached to the uprights in metres |
|
k |
= |
Factor for considering
hog lashings: k = 1 if no hog lashings are used k
= 1.8 if hog lashings are used |
|
L |
= |
Length of the
deck cargo or section to be secured in metres |
|
LL
|
= |
Length
of each lashing in metres |
|
Mbending
|
= |
Design
bending moment on uprights in kNm |
|
MSL |
= |
Maximum Securing
Load in kN of cargo securing devices |
|
m |
= |
Mass of the deck
cargo or section to be secured in tonnes, including absorbed water
and possible icing |
|
N |
= |
Number of uprights
supporting the considered section on each side |
|
n |
= |
Number of lashings |
|
nb
|
= |
Number
of bottom blocking devices per side of the deck cargo |
|
np
|
= |
Number
of stacks of packages abreast in each row |
|
PS |
= |
Pressure from
unavoidable sea sloshing in kN based on 1 kN per m2 exposed
area, see CSS Code, Annex 13
|
|
PTV
|
= |
Pretension
in the vertical part of the lashings in kN |
|
PTH
|
= |
Pretension
in the horizontal part of the lashings in kN |
|
PW |
= |
Wind pressure
in kN based on 1 kN per m2 wind exposed area, see CSS Code, Annex 13
|
|
q |
= |
Number of layers
of timber packages |
|
RS |
= |
Racking Strength
per metre of timber package in kN/m, see section
4.7
|
|
α |
= |
Angle between
the hatch cover top plating and the lashings in degrees |
|
δ |
= |
Small transverse
movement of deck cargo in metres due to elasticity of lashing arrangement |
|
∊ |
= |
Elasticity
factor for lashing equipment, taken as fraction of elongation experienced
at the load of MSL for the lashing |
|
μdynamic
|
= |
Dynamic coefficient of friction between the timber deck cargo
and the ship's deck/hatch cover and considered to be 70% of the static
friction value |
|
μinternal
|
= |
Coefficient of dynamic friction found internally between the
packages of sawn wood |
|
μstatic
|
= |
Static
coefficient of friction between the timber deck cargo and the ship's
deck/hatch cover |