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0,4 L Amidships Outside Line

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LWL

(0.85H)
L

:
:

54.864
52.669

m
m

(base on drawing review)


(96% LWL at 0.85H)

0,4 L amidships outside line


Deck

Section 7.A.6
tmin

7.13

0.610
1.5
12
1

m
mm
mm

Deck Plate 0,1 L from the ends


a
tk
t
k

=
=
=
=

Min Deck Plate for 8 Ton


PL
=

(Faktor korosi , Secton 3.K)

(Vol II, Section VII, B)


8 ton =

t
=
7.50
mm
mm
tmin
=
6.55
so the requirement plate for 8 ton deck load is

80 KN/m2

7.50

mm

Max Load for Deck Plate

PL

244.87 kN/m2
24.99 T/m2

Bulkhead Plate
Tranversal Bulkhead
a
=
tK
=
f
=
cp
=

Vol II, Section 11, B.2


0.600
m
mm
1.5

z
h
p

0.300
4.358
42.70

=
=
=

1
0.9

mm
m
m
kN/m2

Formula

f=235/Reh
cp = 0.9 * (f)^0.5
h=(H*-z)+1 [m]
p=9.8*h

t
tmin

=
=

5.03
6.00

mm
mm

Longitudinal Bulkhead
a
=
tK
=
f
=
cp
=

Vol II, Section 11, B.2


m
0.600
1.5
mm

z
h
p

=
=
=

0.300
4.358
42.70

m
m
kN/m2

t
tmin

=
=

5.03
6.00

mm
mm

1
0.9

mm

Formula

f=235/Reh
cp = 0.9 * (f)^0.5
h=(H*-z)+1 [m]
p=9.8*h

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