To give the student an understanding of: Basic Stability Definitions relating to Loadlines. Achimedes Principles 1 & 2
Laporan MCA
wireless technology notes
Final Year Projects, Final Year Engineering Projects, Final Year Student Projects, Final Year Projects-Engineering Projects, MCA Projects, Students Projects Chennai, Final Year Projects Chennai, Em...
Acharya Nagarjuna university MCA Syllabus w.e.f. 2014
CONVERTIR MCA A PSIDescripción completa
Compiled By Bandari Ravi kiran, Lecturer, RYMEC Bellary. It is a detailed notes on Enterprise architecture -II for 5th sem students of VTU university. Prepared By Bandari Ravi kiran, Lecture…Full description
Booklet
philsat reviewer
Presentation financeFull description
Descripción completa
Descripción: studying of slope soil stability in construction
MARITIME & COASTGUARD AGENCY in conjunction with SCOTTISH QUALIFICATIONS AUTHORITY EXAMINATION FOR CHIEF MATE CERTIFICATE OF COMPETENCY SHIP STABILITY DATA SHEETS The data sheets are intended for exercise and examination purposes only and are limited extracts from the original ship data.
1
CONTENTS
Item No.
Content
Page No.
1
Contents
1
2
General particulars
2
3
Plan showing cargo spaces, storerooms and tanks
3
4
Cargo and tank capacities
4
5
Hydrostatic particulars
6
Tabulated KN values
7
7
Maximum KG values
8
8
Angle at which flooding could occur
9
9
Grain heeling moments, full holds and tween decks
10
10
No. 1 tween deck, volumetric heeling moments
11
11
No. 2 tween deck, volumetric heeling moments
12
12
No. 3 tween deck, volumetric heeling moments
13
13
No. 4 tween deck, volumetric heeling moments
14
14
Table of maximum permissible grain heeling moments
15
Worksheet, trim and stability
5/6
15/16 17
2
GENERAL PARTICULARS Ship’s Name:
Ship A
Moulded Dimensions
LBP
=
137.50 metres
Breadth =
20.42 metres
Depth
11.7 5 metres
=
Summer Load Draught:
8.867 metres
Block Coefficient:
0.7437
Summer Load Displacement
19006 tonnes
Light Displacement:
3831 tonnes
Deadweight:
15175 tonnes
Gross Tonnage:
8996
Net Tonnage:
6238 tonnes
Light KG
8.211 metres
3
P
L
A
N
S
H
O
W
I N
G
C
A
R
G
O
S
P
A
C
S
s g A
N
P
o
. 5
E . R o l d
H F
T . S
.
T
k
W
F
p
N
o
&
o
o
m
N
o N
W
o
T w
. 4
D
B
T
N o . 4 D ( p o r t )
N
B
N
P N o . 4 ( s t b d
D )
e Ne
. 4
H
kN s o
. 3
D
D
B
o
o
. 3
. 3
no
. 3
o N l do . 3 D e e p
s
T u n n e l s i d e t a n k ( p o r t )
A
. 4
D
B
B
H
T a
o
. 3
D
B
p
p
l d
n
k
N
n Nk
T a
n
eN e on . 2 N
k
k s
B
N
o T
T
T a
T w
N
o
o
. 2
. 2
( p o r t ) o . 2 D o( c . 2e
T w H
D
l d
N
T
kN s o
B
B
n D t rB e
o
T a )T a
k N ( os t. b2 d D ) B
n
T a
n
k
o
e
L
. 1
H
. 1
( p
t o
T w Ce
e N e on . 1
D
o
k
S
r e
s
n
lF d P
o
B
T
k s
r t )
k N ( oc .e 1 n Dt r eB ) F T Pa n
E
( s t b
d
n
k
)
T u n n e l s i d e t a n k ( s t b d )
A
r o
x i m
a
t e
S
c a
l e
=
4
0
m
e
t r e
s
4
,
S
T
O
CARGO CAPACITIES COMPARTMENT No. 1 Hold No. 2 Hold No. 3 Hold No. 4 Hold No. 5 Hold TOTAL HOLDS No. 1 Tween Deck No. 2 Tween Deck No. 3 Tween Deck No. 4 Tween Deck TOTAL TWEEN DECKS TOTAL HOLDS AND TWEEN DECKS TANK CAPACITIES
WATER BALLAST Fore Peak After Peak No. 3 Hold No. 1 D.B. tank across No. 2 D.B. tank centre No. 2 D.B. tank port No. 2 D.B. tank starb’d HEAVY FUEL OIL No. 3 D.B. tank centre No. 3 D.B. tank port No 3 D.B. tank starb’d Tunnel side tank port Tunnel side tank starb’d DIESEL OIL No. 4 D.B. tank port No. 4 D.B. tank starb’d FRESH WATER Forward tank After tank
ANGLE AT WHICH FLOODING COULD OCCUR Displacement In Tonnes 4000
Angle to Immerse Deck Edge ° 54.90
Angle of Flooding ° 76.75
Wind Moment In Metre tonnes 897
5000
50.30
73.25
869
6000
46.70
69.80
841
7000
43.60
66.65
814
8000
40.70
63.55
786
9000
38.00
60.60
760
10000
35.30
57.80
733
11000
32.90
55.20
707
12000
30.80
52.80
681
13000
28.40
50.55
655
14000
26.30
48.45
630
15000
24.30
46.45
604
16000
22.30
44.50
580
17000
20.30
42.55
555
18000
18.20
40.60
531
19000
16.00
38.65
507
20000
13.75
36.65
483
10
GRAIN HEELING MOMENTS FULL HOLDS HOLD
GRAIN CAPACITY Metres3
No. 1 No. 2 No. 3 No. 4 No. 5
2215 4672 1742 3474 2605
HORIZONTAL VOLUMETRIC HEELING MOMENT Metres4 409.5 1284.9 475.4 910.4 454.9
VCG of HOLD Metres 5.089 4.947 4.940 4.950 8.764
FULL TWEEN DECKS TWEEN DECK
GRAIN CAPACITY Metres3
No. 1 No. 2 No. 3 No.4
1695 1676 1626 1674
HORIZONTAL VOLUMETRIC HEELING MOMENT Metres4 352.4 539.0 578.2 604.4
VCG of TWEEN DECK Metres 11.256 10.784 10.585 10.567
11
NO. 1 TWEEN DECK: VOLUMETRIC HEELING MOMENTS WHEN PARTLY FILLED ULLAGE DATUM: Top of hatch side coaming at it’s mid length No centreline division VOLUME OF HORIZONTAL ULLAGE GRAIN HEELING MOMENT Kg of GRAIN 3 4 m m m m 0.25 1686 598 11.238 0.50 1668 659 11.187 0.75 1649 746 11.134 1.00 1628 864 11.070 1.25 1607 1016 11.006 1.50 1510 1176 10.942 1.75 1416 1372 10.880 2.00 1324 1577 10.815 2.25 1232 1700 10.747 2.50 1144 2017 10.689 2.75 1059 2218 10.633 3.00 970 2388 10.592 3.25 883 2512 10.547 3.50 800 2579 10.504 3.75 714 2575 10.450 4.00 633 2500 10.386 4.25 550 2362 10.308 4.50 467 2155 10.206 4.75 384 1908 10.197 5.00 302 1592 9.978 5.25 222 1239 9.806 5.50 143 848 9.561 5.75 64 380 9.267 5.95 0 0 8.700 Ullage for maximum horizontal heeling moment 3.60 764 2578 10.484 The horizontal heeling moment for the slack tween deck has been obtained by calculating the maximum horizontal heeling moment and increasing it by 12%. The Kg of the level grain is to be used when calculating the KG of the ship.
12
NO. 2 TWEEN DECK: VOLUMETRIC HEELING MOMENTS WHEN PARTLY FILLED ULLAGE DATUM: Top of hatch side coaming at it’s mid length No centreline division VOLUME OF HORIZONTAL ULLAGE GRAIN HEELING MOMENT Kg of GRAIN 3 4 m m m m 0.25 1659 975 10.762 0.50 1634 1019 10.735 0.75 1609 1122 10.699 1.00 1584 1344 10.689 1.25 1560 1642 10.653 1.50 1472 1948 10.623 1.75 1369 2257 10.589 2.00 1264 2566 10.555 2.25 1165 2874 10.495 2.50 1062 3160 10.440 2.75 959 3350 10.379 3.00 858 3460 10.323 3.25 757 3514 10.278 3.50 658 3432 10.239 3.75 550 3218 10.183 4.00 452 2925 10.112 4.25 349 2473 10.001 4.50 248 1868 9.853 4.75 143 1160 9.621 5.00 47 368 9.228 5.12 0 0 8.700 Ullage for maximum horizontal heeling moment 3.25 757 3514 10.278 The horizontal heeling moment for the slack tween deck has been obtained by calculating the maximum horizontal heeling moment and increasing it by 12%. The Kg of the level grain is to be used when calculating the KG of the ship.
13
NO. 3 TWEEN DECK: VOLUMETRIC HEELING MOMENTS WHEN PARTLY FILLED ULLAGE DATUM: Top of hatch side coaming at it’s mid length No centreline division VOLUME OF HORIZONTAL ULLAGE GRAIN HEELING MOMENT Kg of GRAIN 3 4 m m m m 0.25 1598 1028 10.550 0.50 1569 1051 10.526 0.75 1540 1122 10.501 1.00 1512 1268 10.481 1.25 1476 1547 10.469 1.50 1399 1900 10.452 1.75 1308 2236 10.415 2.00 1203 2558 10.356 2.25 1086 2863 10.315 2.50 979 3142 10.254 2.75 866 3304 10.190 3.00 758 3339 10.134 3.25 649 3291 10.080 3.50 538 3109 10.042 3.75 427 2750 9.981 4.00 317 2262 9.861 4.25 206 1610 9.617 4.50 97 796 9.367 4.72 0 0 8.700 Ullage for maximum horizontal heeling moment 3.00 7.58 3339 10.134 The horizontal heeling moment for the slack tween deck has been obtained by calculating the maximum horizontal heeling moment and increasing it by 12%. The Kg of the level grain is to be used when calculating the KG of the ship.
14
NO. 4 TWEEN DECK: VOLUMETRIC HEELING MOMENTS WHEN PARTLY FILLED ULLAGE DATUM: Top of hatch side coaming at it’s mid length No centreline division VOLUME OF HORIZONTAL ULLAGE GRAIN HEELING MOMENT Kg of GRAIN 3 4 m m m m 0.25 1646 1072 10.581 0.50 1618 1147 10.559 0.75 1589 1248 10.541 1.00 1561 1398 10.517 1.25 1530 1592 10.495 1.50 1452 1847 10.470 1.75 1360 2150 10.425 2.00 1243 2512 10.371 2.25 1132 2857 10.324 2.50 1014 3116 10.268 2.75 900 3278 10.203 3.00 786 3323 10.140 3.25 672 3283 10.085 3.50 555 3094 10.038 3.75 444 2794 9.977 4.00 329 2250 9.847 4.25 213 1526 9.671 4.50 98 813 9.371 4.72 0 0 8.700 Ullage for maximum horizontal heeling moment 3.00 786 3323 10.140 The horizontal heeling moment for the slack tween deck has been obtained by calculating the maximum horizontal heeling moment and increasing it by 12%. The Kg of the level grain is to be used when calculating the KG of the ship.