Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

download Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

of 46

Transcript of Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    1/46

    kappa val

    water line nuumber k1/ (aft) Nearest sta0 1 1

    0.5 2 1

    1 2.4 1

    2 2.48 1

    3 2.7 1

    4 2.8 1

    5 3 1

    6 3.5 1

    7 1.15 0.5

    8 0.5 0

    9 5.3/1.1 0

    10 5.5/2.1 0

    11 5.6/2.7 0

    12 5.8/3.2 0

    Upper dack 6/3.5 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    2/46

    es

    tion (k1) k2 (fore) Nearest station (k2)2.4 19

    1.9 20

    3.5 20

    4.1 20

    4.3 20

    3.3 20

    2.2 20

    1.2 20

    0.6 20

    0.15 20

    0 20

    0 20

    0.3 20

    0.8 20

    1.2 20

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    3/46

    stn >>>0 0.5 1 1.5 2 3

    water line

    0 0 0 0.1 0.3 0.5 1.78

    0.5 0 0 0.54 1.06 1.73 3.7

    1 0 0 0.7 1.6 2.45 4.62

    2 0 0 0.92 2.1 3.3 5.7

    3 0 0 1.25 2.64 4.17 6.7

    4 0 0 1.62 3.3 4.8 7.28

    5 0 0 2.02 3.86 5.47 7.84

    6 0 0 2.8 4.5 6.02 8.42

    7 0 1.3 3.8 5.36 6.83 8.968 0.7 3.4 5.06 6.38 7.5 9.28

    9 3.2 4.6 5.94 7.02 8.04 9.58

    10 4.16 5.45 6.66 7.66 8.56 9.96

    11 4.76 6.08 7.24 8.2 9.12 10.28

    12 5.26 6.46 7.6 8.56 9.43 10.55

    upper deck 5.52 6.7 7.8 8.8 9.6 10.72

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    4/46

    OFFCET TABLE

    4 5 6 7 8 9 10 11 12

    3.48 5.6 7.44 8.6 9.12 9.28 9.3 9.3 9.3

    5.8 7.7 9.3 10.5 10.38 10.48 10.6 10.6 10.6

    6.74 8.52 9.9 10.63 11.7 10.92 10.9 10.9 10.9

    7.72 9.48 10.7 11.5 11.1 11.8 11.1 11.1 11.1

    8.66 10.2 10.99 11.1 11.1 11.1 11.1 11.1 11.1

    9.18 10.4 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    9.6 10.68 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    9.92 10.72 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    10.2 10.8 11.1 11.1 11.1 11.1 11.1 11.1 11.110.48 10.96 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    10.5 11.3 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    10.7 11.01 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    10.8 11.1 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    11 11.1 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    11.1 11.1 11.1 11.1 11.1 11.1 11.1 11.1 11.1

    indicatins

    or simsons 141 ru e

    for trapiezoidal rule { 1 1 }for 141 & 11

    FOR SIMSONS 14241 RULE

    FOR 14241 & 141 RULE

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    5/46

    13 14 15 16 17 18 18.5 19 19.5

    9.3 9 8.6 7.6 5.8 3.3 2.06 0.9 0

    10.6 10.5 9.9 8.9 7.4 5.1 3.7 2.3 1.44

    10.9 10.9 10.5 9.6 8.1 5.7 4.3 2.9 1.93

    11.1 11.1 10.9 10.3 9 6.56 5.1 3.64 2.61

    11.1 11.1 11.1 10.5 9.4 7.18 5.65 4.04 2.62

    11.1 11.1 11.1 10.72 9.7 7.6 6.1 4.3 2.58

    11.1 11.1 11.1 10.8 10 7.82 6.3 4.5 2.52

    11.1 11.1 11.1 10.9 10.1 8.04 6.5 4.6 2.5

    11.1 11.1 11.1 11.06 10.3 8.2 6.7 4.8 2.5811.1 11.1 11.1 11.1 10.4 8.4 6.9 4.96 2.68

    11.1 11.1 11.1 11.1 10.6 8.6 7.14 5.2 2.8

    11.1 11.1 11.1 11.1 10.7 8.9 7.4 5.5 3

    11.1 11.1 11.1 11.1 10.8 9.3 7.86 5.85 3.25

    11.1 11.1 11.1 11.1 10.9 9.5 8.2 6.3 3.7

    11.1 11.1 11.1 11.1 11 9.8 9.5 6.7 4.1

    colr

    colr

    colr

    colr

    colr

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    6/46

    20

    0

    0.7

    1.1

    1.5

    1.5

    1.3

    1.95

    0.6

    0.20.1

    0

    0.1

    0.3

    0.7

    1.1

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    7/46

    Waterline=0 k1=1 k2=2.4

    Station Half ord. SM fn(WP Area) Lever fn (M) Lever fn(IL) (Half ord.)2

    (1) (2) (3) (4) = (2)x(3) (5) (6) = (4)x(5) (7) (8) = (7) x (6) (9)

    0.5' 0 0.2083333 0 -68.4 0 -68.4 0 0

    1 0.1 0.7083333 0.07083333 -64.8 -4.589999784 -64.8 297.431986 0.01

    1.5 0.3 2 0.6 -61.2 -36.72 -61.2 2247.264 0.092 0.5 1.5 0.75 -57.6 -43.2 -57.6 2488.32 0.25

    3 1.78 4 7.12 -50.4 -358.848 -50.4 18085.9392 3.1684

    4 3.48 2 6.96 -43.2 -300.672 -43.2 12989.0304 12.1104

    5 5.6 4 22.4 -36 -806.4 -36 29030.4 31.36

    6 7.44 2 14.88 -28.8 -428.544 -28.8 12342.0672 55.3536

    7 8.6 4 34.4 -21.6 -743.04 -21.6 16049.664 73.96

    8 9.12 2 18.24 -14.4 -262.656 -14.4 3782.2464 83.1744

    9 9.28 4 37.12 -7.2 -267.264 -7.2 1924.3008 86.1184

    10 9.3 2 18.6 0 0 0 0 86.49

    11 9.3 4 37.2 7.2 267.84 7.2 1928.448 86.49

    12 9.3 2 18.6 14.4 267.84 14.4 3856.896 86.49

    13 9.3 4 37.2 21.6 803.52 21.6 17356.032 86.49

    14 9 2 18 28.8 518.4 28.8 14929.92 81

    15 8.6 4 34.4 36 1238.4 36 44582.4 73.9616 7.6 2 15.2 43.2 656.64 43.2 28366.848 57.76

    17 5.8 4 23.2 50.4 1169.28 50.4 58931.712 33.64

    18 3.3 1.5 4.95 57.6 285.12 57.6 16422.912 10.89

    18.5 2.06 2 4.12 61.2 252.144 61.2 15431.2128 4.2436

    19 0.9 1 0.9 64.8 58.32 64.8 3779.136 0.81

    19' 0 0.5 0 68.4 0 68.4 0 0

    354.9108333

    wp area 1703.572

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    8/46

    SM fn(IT)

    (10) (11) = (9)x(10)

    3/14.4

    0.2083333 -0.2083333

    0.7083333 -0.6983333

    2 -1.911.5 -1.25

    4 -0.8316

    2 10.1104

    4 27.36

    2 53.3536

    4 69.96

    2 81.1744

    4 82.1184

    2 84.49

    4 82.49

    2 84.49

    4 82.49

    2 79

    4 69.962 55.76

    4 29.64

    1.5 9.39

    2 2.2436

    1 -0.19

    0.5 -0.5

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    9/46

    Waterline=0.5 k1= 2

    Station Half ord. SM fn(WP Area) Lever fn (M)

    (1) (2) (3) (4) = (2)x(3) (5) (6) = (4)x(5)

    0.5' 0 0.4167 0 -68.4 0

    1 0.54 0.9167 0.495018 -64.8 -32.07716641.5 1.06 2 2.12 -61.2 -129.744

    2 1.73 1.5 2.595 -57.6 -149.472

    3 3.7 4 14.8 -50.4 -745.92

    4 5.8 2 11.6 -43.2 -501.12

    5 7.7 4 30.8 -36 -1108.8

    6 9.3 2 18.6 -28.8 -535.68

    7 10.5 4 42 -21.6 -907.2

    8 10.38 2 20.76 -14.4 -298.944

    9 10.48 4 41.92 -7.2 -301.824

    10 10.6 2 21.2 0 0

    11 10.6 4 42.4 7.2 305.28

    12 10.6 2 21.2 14.4 305.28

    13 10.6 4 42.4 21.6 915.84

    14 10.5 2 21 28.8 604.8

    15 9.9 4 39.6 36 1425.6

    16 8.9 2 17.8 43.2 768.96

    17 7.4 4 29.6 50.4 1491.84

    18 5.1 1.5 7.65 57.6 440.64

    18.5 3.7 2 7.4 61.2 452.88

    19 2.3 1 2.3 64.8 149.04

    19.5 1.44 2 2.88 68.4 196.99220 0.7 0.895833333 0.627083333 72 45.15

    20' 0 0.395833333 0 75.6 0

    441.7471013

    totel area 2120.386086

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    10/46

    k2= 1.9

    Lever fn(IL) (Half ord.)2

    SM fn(IT)

    (7) (8) = (7) x (6) (9) (10) (11) = (9)x(10)

    -68.4 0 0 0.4167 0

    -64.8 2078.600383 0.2916 0.9167 0.26730972-61.2 7940.3328 1.1236 2 2.2472

    -57.6 8609.5872 2.9929 1.5 4.48935

    -50.4 37594.368 13.69 4 54.76

    -43.2 21648.384 33.64 2 67.28

    -36 39916.8 59.29 4 237.16

    -28.8 15427.584 86.49 2 172.98

    -21.6 19595.52 110.25 4 441

    -14.4 4304.7936 107.7444 2 215.4888

    -7.2 2173.1328 109.8304 4 439.3216

    0 0 112.36 2 224.72

    7.2 2198.016 112.36 4 449.44

    14.4 4396.032 112.36 2 224.72

    21.6 19782.144 112.36 4 449.44

    28.8 17418.24 110.25 2 220.5

    36 51321.6 98.01 4 392.04

    43.2 33219.072 79.21 2 158.42

    50.4 75188.736 54.76 4 219.04

    57.6 25380.864 26.01 1.5 39.015

    61.2 27716.256 13.69 2 27.38

    64.8 9657.792 5.29 1 5.29

    68.4 13474.2528 2.0736 2 4.147272 3250.8 0.49 0.895833333 0.438958333

    75.6 0 0 0.395833333 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    11/46

    0.395833

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    12/46

    Waterline=1 k1=2.4

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0.5' 0 0.5 0 -68.4

    1 0.7 1 0.7 -64.81.5 1.6 2 3.2 -61.2

    2 2.45 1.5 3.675 -57.6

    3 4.62 4 18.48 -50.4

    4 6.74 2 13.48 -43.2

    5 8.52 4 34.08 -36

    6 9.9 2 19.8 -28.8

    7 10.63 4 42.52 -21.6

    8 11.7 2 23.4 -14.4

    9 10.92 4 43.68 -7.2

    10 10.9 2 21.8 0

    11 10.9 4 43.6 7.2

    12 10.9 2 21.8 14.4

    13 10.9 4 43.6 21.6

    14 10.9 2 21.8 28.8

    15 10.5 4 42 36

    16 9.6 2 19.2 43.2

    17 8.1 4 32.4 50.4

    18 5.7 1.5 8.55 57.6

    18.5 4.3 2 8.6 61.2

    19 2.9 1 2.9 64.8

    19.5 1.93 2 3.86 68.420 1.1 1.229166667 1.352083333 72

    20' 0 0.729166667 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    13/46

    k2=3.5

    fn (M) Lever fn(IL) (Half ord.)2

    SM fn(IT)

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10) (11) = (9)x(10)

    0 -68.4 0 0 0.5 0

    -45.36 -64.8 2939.328 0.49 1 0.49-195.84 -61.2 11985.408 2.56 2 5.12

    -211.68 -57.6 12192.768 6.0025 1.5 9.00375

    -931.392 -50.4 46942.1568 21.3444 4 85.3776

    -582.336 -43.2 25156.9152 45.4276 2 90.8552

    -1226.88 -36 44167.68 72.5904 4 290.3616

    -570.24 -28.8 16422.912 98.01 2 196.02

    -918.432 -21.6 19838.1312 112.9969 4 451.9876

    -336.96 -14.4 4852.224 136.89 2 273.78

    -314.496 -7.2 2264.3712 119.2464 4 476.9856

    0 0 0 118.81 2 237.62

    313.92 7.2 2260.224 118.81 4 475.24

    313.92 14.4 4520.448 118.81 2 237.62

    941.76 21.6 20342.016 118.81 4 475.24

    627.84 28.8 18081.792 118.81 2 237.62

    1512 36 54432 110.25 4 441

    829.44 43.2 35831.808 92.16 2 184.32

    1632.96 50.4 82301.184 65.61 4 262.44

    492.48 57.6 28366.848 32.49 1.5 48.735

    526.32 61.2 32210.784 18.49 2 36.98

    187.92 64.8 12177.216 8.41 1 8.41

    264.024 68.4 18059.2416 3.7249 2 7.449897.35 72 7009.2 1.21 0.5 0.605

    0 75.6 0 0 0 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    14/46

    0.729167

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    15/46

    Waterline=2 k1=2.48

    Station Half ord. SM fn(WP Area) Lever fn (M)

    (1) (2) (3) (4) = (2)x(3) (5) (6) = (4)x(5)

    0.5' 0 0.5166 0 -68.4 01 0.92 1.0166 0.935272 -64.8 -60.6056256

    1.5 2.1 2 4.2 -61.2 -257.04

    2 3.3 1.5 4.95 -57.6 -285.12

    3 5.7 4 22.8 -50.4 -1149.12

    4 7.72 2 15.44 -43.2 -667.008

    5 9.48 4 37.92 -36 -1365.12

    6 10.7 2 21.4 -28.8 -616.32

    7 11.5 4 46 -21.6 -993.6

    8 11.1 2 22.2 -14.4 -319.68

    9 11.8 4 47.2 -7.2 -339.84

    10 11.1 2 22.2 0 0

    11 11.1 4 44.4 7.2 319.68

    12 11.1 2 22.2 14.4 319.68

    13 11.1 4 44.4 21.6 959.04

    14 11.1 2 22.2 28.8 639.36

    15 10.9 4 43.6 36 1569.6

    16 10.3 2 20.6 43.2 889.92

    17 9 4 36 50.4 1814.4

    18 6.56 1.5 9.84 57.6 566.784

    18.5 5.1 2 10.2 61.2 624.24

    19 3.64 1 3.64 64.8 235.87219.5 2.61 2 5.22 68.4 357.048

    20 1.5 1.3541666 2.0312499 72 146.2499928

    20' 0 0.8541666 0 75.6 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    16/46

    k2=4.1

    Lever fn(IL) (Half ord.)2

    SM fn(IT)

    (7) (8) = (7) x (6) (9) (10) (11) = (9)x(10)

    -68.4 0 0 0.5166 0-64.8 3927.244539 0.8464 1.0166 0.86045024

    -61.2 15730.848 4.41 2 8.82

    -57.6 16422.912 10.89 1.5 16.335

    -50.4 57915.648 32.49 4 129.96

    -43.2 28814.7456 59.5984 2 119.1968

    -36 49144.32 89.8704 4 359.4816

    -28.8 17750.016 114.49 2 228.98

    -21.6 21461.76 132.25 4 529

    -14.4 4603.392 123.21 2 246.42

    -7.2 2446.848 139.24 4 556.96

    0 0 123.21 2 246.42

    7.2 2301.696 123.21 4 492.84

    14.4 4603.392 123.21 2 246.42

    21.6 20715.264 123.21 4 492.84

    28.8 18413.568 123.21 2 246.42

    36 56505.6 118.81 4 475.24

    43.2 38444.544 106.09 2 212.18

    50.4 91445.76 81 4 324

    57.6 32646.7584 43.0336 1.5 64.5504

    61.2 38203.488 26.01 2 52.02

    64.8 15284.5056 13.2496 1 13.249668.4 24422.0832 6.8121 2 13.6242

    72 10529.99948 2.25 1.3541666 3.04687485

    75.6 0 0 0.8541666 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    17/46

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    18/46

    k2=4.3

    fn (M) Lever fn(IL) (Half ord.)2

    SM fn(IT)

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10) (11) = (9)x(10)

    0 -68.4 0 0 0.5625 0-86.0625 -64.8 5576.85 1.5625 1.0625 1.66015625

    -323.136 -61.2 19775.9232 6.9696 2 13.9392

    -360.288 -57.6 20752.5888 17.3889 1.5 26.08335

    -1350.72 -50.4 68076.288 44.89 4 179.56

    -748.224 -43.2 32323.2768 74.9956 2 149.9912

    -1468.8 -36 52876.8 104.04 4 416.16

    -633.024 -28.8 18231.0912 120.7801 2 241.5602

    -959.04 -21.6 20715.264 123.21 4 492.84

    -319.68 -14.4 4603.392 123.21 2 246.42

    -319.68 -7.2 2301.696 123.21 4 492.84

    0 0 0 123.21 2 246.42

    319.68 7.2 2301.696 123.21 4 492.84

    319.68 14.4 4603.392 123.21 2 246.42

    959.04 21.6 20715.264 123.21 4 492.84

    639.36 28.8 18413.568 123.21 2 246.42

    1598.4 36 57542.4 123.21 4 492.84

    907.2 43.2 39191.04 110.25 2 220.5

    1895.04 50.4 95510.016 88.36 4 353.44

    620.352 57.6 35732.2752 51.5524 1.5 77.3286

    691.56 61.2 42323.472 31.9225 2 63.845

    261.792 64.8 16964.1216 16.3216 1 16.3216358.416 68.4 24515.6544 6.8644 2 13.7288

    150.75 72 10854 2.25 1.395833333 3.140625

    0 75.6 0 0 0.895833333 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    19/46

    Waterline=4 k1=2.8

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0.5' 0 0.583333333 0 -68.41 1.62 1.083333333 1.755 -64.8

    1.5 3.3 2 6.6 -61.2

    2 4.8 1.5 7.2 -57.6

    3 7.28 4 29.12 -50.4

    4 9.18 2 18.36 -43.2

    5 10.4 4 41.6 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 10.72 2 21.44 43.2

    17 9.7 4 38.8 50.4

    18 7.6 1.5 11.4 57.6

    18.5 6.1 2 12.2 61.2

    19 4.3 1 4.3 64.819.5 2.58 2 5.16 68.4

    20 1.3 1.1875 1.54375 72

    20' 0 0.6875 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    20/46

    k2=3.3

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -68.4 0 0 0.583333333-113.724 -64.8 7369.3152 2.6244 1.083333333

    -403.92 -61.2 24719.904 10.89 2

    -414.72 -57.6 23887.872 23.04 1.5

    -1467.648 -50.4 73969.4592 52.9984 4

    -793.152 -43.2 34264.1664 84.2724 2

    -1497.6 -36 53913.6 108.16 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    926.208 43.2 40012.1856 114.9184 2

    1955.52 50.4 98558.208 94.09 4

    656.64 57.6 37822.464 57.76 1.5

    746.64 61.2 45694.368 37.21 2

    278.64 64.8 18055.872 18.49 1352.944 68.4 24141.3696 6.6564 2

    111.15 72 8002.8 1.69 1.1875

    0 75.6 0 0 0.6875

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    21/46

    fn(IT)

    (11) = (9)x(10)

    02.8431

    21.78

    34.56

    211.9936

    168.5448

    432.64

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    229.8368

    376.36

    86.64

    74.42

    18.4913.3128

    2.006875

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    22/46

    Waterline=5 k1=3

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0.5' 0 0.625 0 -68.4

    1 2.02 1.125 2.2725 -64.81.5 3.86 2 7.72 -61.2

    2 5.47 1.5 8.205 -57.6

    3 7.84 4 31.36 -50.4

    4 9.6 2 19.2 -43.2

    5 10.68 4 42.72 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 10.8 2 21.6 43.2

    17 10 4 40 50.4

    18 7.82 1.5 11.73 57.6

    18.5 6.3 2 12.6 61.2

    19 4.5 1 4.5 64.8

    19.5 2.52 2 5.04 68.420 1.95 0.958333333 1.86875 72

    20' 0 0.458333333 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    23/46

    k2=2.2

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -68.4 0 0 0.625

    -147.258 -64.8 9542.3184 4.0804 1.125-472.464 -61.2 28914.7968 14.8996 2

    -472.608 -57.6 27222.2208 29.9209 1.5

    -1580.544 -50.4 79659.4176 61.4656 4

    -829.44 -43.2 35831.808 92.16 2

    -1537.92 -36 55365.12 114.0624 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    933.12 43.2 40310.784 116.64 2

    2016 50.4 101606.4 100 4

    675.648 57.6 38917.3248 61.1524 1.5

    771.12 61.2 47192.544 39.69 2

    291.6 64.8 18895.68 20.25 1

    344.736 68.4 23579.9424 6.3504 2134.55 72 9687.6 3.8025 0.958333333

    0 75.6 0 0 0.458333333

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    24/46

    fn(IT)

    (11) = (9)x(10)

    0

    4.5904529.7992

    44.88135

    245.8624

    184.32

    456.2496

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    233.28

    400

    91.7286

    79.38

    20.25

    12.70083.6440625

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    25/46

    Waterline=6 k1=3.5

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0.5' 0 0.729166667 0 -68.4

    1 2.8 1.229166667 3.441666667 -64.81.5 4.5 2 9 -61.2

    2 6.02 1.5 9.03 -57.6

    3 8.42 4 33.68 -50.4

    4 9.92 2 19.84 -43.2

    5 10.72 4 42.88 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 10.9 2 21.8 43.2

    17 10.1 4 40.4 50.4

    18 8.04 1.5 12.06 57.6

    18.5 6.5 2 13 61.2

    19 4.6 1 4.6 64.8

    19.5 2.5 2 5 68.420 0.6 0.75 0.45 72

    20' 0 0.25 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    26/46

    k2=1.2

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -68.4 0 0 0.729166667

    -223.02 -64.8 14451.696 7.84 1.229166667-550.8 -61.2 33708.96 20.25 2

    -520.128 -57.6 29959.3728 36.2404 1.5

    -1697.472 -50.4 85552.5888 70.8964 4

    -857.088 -43.2 37026.2016 98.4064 2

    -1543.68 -36 55572.48 114.9184 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    941.76 43.2 40684.032 118.81 2

    2036.16 50.4 102622.464 102.01 4

    694.656 57.6 40012.1856 64.6416 1.5

    795.6 61.2 48690.72 42.25 2

    298.08 64.8 19315.584 21.16 1

    342 68.4 23392.8 6.25 232.4 72 2332.8 0.36 0.75

    0 75.6 0 0 0.25

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    27/46

    fn(IT)

    (11) = (9)x(10)

    0

    9.63666666740.5

    54.3606

    283.5856

    196.8128

    459.6736

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    237.62

    408.04

    96.9624

    84.5

    21.16

    12.50.27

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    28/46

    Waterline=7 k1=1.15

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0' 0 0.239583333 0 -720.5 1.3 0.989583333 1.286458333 -68.4

    1 3.8 1.25 4.75 -64.8

    1.5 5.36 2 10.72 -61.2

    2 6.83 1.5 10.245 -57.6

    3 8.96 4 35.84 -50.4

    4 10.2 2 20.4 -43.2

    5 10.8 4 43.2 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 11.06 2 22.12 43.2

    17 10.3 4 41.2 50.4

    18 8.2 1.5 12.3 57.6

    18.5 6.7 2 13.4 61.219 4.8 1 4.8 64.8

    19.5 2.58 2 5.16 68.4

    20 0.2 0.625 0.125 72

    20' 0 0.125 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    29/46

    k2=0.6

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -72 0 0-87.99375 -68.4 6018.7725 1.69

    -307.8 -64.8 19945.44 14.44 1

    -656.064 -61.2 40151.1168 28.7296 2

    -590.112 -57.6 33990.4512 46.6489 1.5

    -1806.336 -50.4 91039.3344 80.2816 4

    -881.28 -43.2 38071.296 104.04 2

    -1555.2 -36 55987.2 116.64 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    955.584 43.2 41281.2288 122.3236 2

    2076.48 50.4 104654.592 106.09 4

    708.48 57.6 40808.448 67.24 1.5

    820.08 61.2 50188.896 44.89 2311.04 64.8 20155.392 23.04 1

    352.944 68.4 24141.3696 6.6564 2

    9 72 648 0.04 0.5

    0 75.6 0 0 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    30/46

    fn(IT)

    (11) = (9)x(10)

    00

    14.44

    57.4592

    69.97335

    321.1264

    208.08

    466.56

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    244.6472

    424.36

    100.86

    89.7823.04

    13.3128

    0.02

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    31/46

    Waterline=8 k1=0.5

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0' 0 0.104166667 0 -75.60 0.7 0.604166667 0.422916667 -72

    511500 3.4 2 6.8 -68.4

    1 5.06 1 5.06 -64.8

    1.5 6.38 2 12.76 -61.2

    2 7.5 1.5 11.25 -57.6

    3 9.28 4 37.12 -50.4

    4 10.48 2 20.96 -43.2

    5 10.96 4 43.84 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 11.1 2 22.2 43.2

    17 10.4 4 41.6 50.4

    18 8.4 1.5 12.6 57.618.5 6.9 2 13.8 61.2

    19 4.96 0.5 2.48 64.8

    19.5 2.68 2 5.36 68.4

    20 0.1 0.53125 0.053125 72

    20' 0 0.025 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    32/46

    k2=0.15

    fn (M) Lever fn(IL) (Half ord.)2

    SM fn(IT)

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10) (11) = (9)x(10)

    0 -75.6 0 0 0.104166667 0-30.45 -72 2192.4 0.49 0.604166667 0.296041667

    -465.12 -68.4 31814.208 11.56 2 23.12

    -327.888 -64.8 21247.1424 25.6036 1 25.6036

    -780.912 -61.2 47791.8144 40.7044 2 81.4088

    -648 -57.6 37324.8 56.25 1.5 84.375

    -1870.848 -50.4 94290.7392 86.1184 4 344.4736

    -905.472 -43.2 39116.3904 109.8304 2 219.6608

    -1578.24 -36 56816.64 120.1216 4 480.4864

    -639.36 -28.8 18413.568 123.21 2 246.42

    -959.04 -21.6 20715.264 123.21 4 492.84

    -319.68 -14.4 4603.392 123.21 2 246.42

    -319.68 -7.2 2301.696 123.21 4 492.84

    0 0 0 123.21 2 246.42

    319.68 7.2 2301.696 123.21 4 492.84

    319.68 14.4 4603.392 123.21 2 246.42

    959.04 21.6 20715.264 123.21 4 492.84

    639.36 28.8 18413.568 123.21 2 246.42

    1598.4 36 57542.4 123.21 4 492.84

    959.04 43.2 41430.528 123.21 2 246.42

    2096.64 50.4 105670.656 108.16 4 432.64

    725.76 57.6 41803.776 70.56 1.5 105.84844.56 61.2 51687.072 47.61 2 95.22

    160.704 64.8 10413.6192 24.6016 0.5 12.3008

    366.624 68.4 25077.0816 7.1824 2 14.3648

    3.825 72 275.4 0.01 0.53125 0.0053125

    0 75.6 0 0 0.025 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    33/46

    Waterline=9 k1=5.3

    1.1

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0' 0 1.104166667 0 -75.6

    0 3.2 1.604166667 5.133333333 -720.5 4.6 2 9.2 -68.4

    1 5.94 1 5.94 -64.8

    1.5 7.02 2 14.04 -61.2

    2 8.04 1.5 12.06 -57.6

    3 9.58 4 38.32 -50.4

    4 10.5 2 21 -43.2

    5 11.3 4 45.2 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 11.1 2 22.2 43.2

    17 10.6 4 42.4 50.4

    18 8.6 1.5 12.9 57.6

    18.5 7.14 2 14.28 61.219 5.2 0.5 2.6 64.8

    19.5 2.8 0 68.4

    19.5' 0 0 72

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    34/46

    k2=0

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -75.6 0 0 1.104166667

    -369.6 -72 26611.2 10.24 1.604166667-629.28 -68.4 43042.752 21.16 2

    -384.912 -64.8 24942.2976 35.2836 1

    -859.248 -61.2 52585.9776 49.2804 2

    -694.656 -57.6 40012.1856 64.6416 1.5

    -1931.328 -50.4 97338.9312 91.7764 4

    -907.2 -43.2 39191.04 110.25 2

    -1627.2 -36 58579.2 127.69 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    959.04 43.2 41430.528 123.21 2

    2136.96 50.4 107702.784 112.36 4

    743.04 57.6 42799.104 73.96 1.5

    873.936 61.2 53484.8832 50.9796 2168.48 64.8 10917.504 27.04 0.5

    0 68.4 0 7.84

    0 72 0 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    35/46

    fn(IT)

    (11) = (9)x(10)

    0

    16.4266666742.32

    35.2836

    98.5608

    96.9624

    367.1056

    220.5

    510.76

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    449.44

    110.94

    101.959213.52

    0

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    36/46

    Waterline= 10 k1=5.5

    2.1

    Station Half ord. SM fn(WP Area) Lever fn (M)

    (1) (2) (3) (4) = (2)x(3) (5) (6) = (4)x(5)

    0' 0 1.145833333 0 -75.6 00 4.16 1.645833333 6.846666667 -72 -492.96

    0.5 5.45 2 10.9 -68.4 -745.56

    1 6.66 1 6.66 -64.8 -431.568

    1.5 7.66 2 15.32 -61.2 -937.584

    2 8.56 1.5 12.84 -57.6 -739.584

    3 9.96 4 39.84 -50.4 -2007.936

    4 10.7 2 21.4 -43.2 -924.48

    5 11.01 4 44.04 -36 -1585.44

    6 11.1 2 22.2 -28.8 -639.36

    7 11.1 4 44.4 -21.6 -959.04

    8 11.1 2 22.2 -14.4 -319.68

    9 11.1 4 44.4 -7.2 -319.68

    10 11.1 2 22.2 0 0

    11 11.1 4 44.4 7.2 319.68

    12 11.1 2 22.2 14.4 319.68

    13 11.1 4 44.4 21.6 959.04

    14 11.1 2 22.2 28.8 639.36

    15 11.1 4 44.4 36 1598.4

    16 11.1 2 22.2 43.2 959.04

    17 10.7 4 42.8 50.4 2157.12

    18 8.9 1.5 13.35 57.6 768.9618.5 7.4 2 14.8 61.2 905.76

    19 5.5 1 5.5 64.8 356.4

    19.5 3 2 6 68.4 410.4

    20 0.1 0.5 0.05 72 3.6

    20' 0 0 0 75.6 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    37/46

    k2=0

    Lever fn(IL) (Half ord.)2

    SM fn(IT)

    (7) (8) = (7) x (6) (9) (10) (11) = (9)x(10)

    -75.6 0 0 1.145833333 0-72 35493.12 17.3056 1.645833333 28.48213333

    -68.4 50996.304 29.7025 2 59.405

    -64.8 27965.6064 44.3556 1 44.3556

    -61.2 57380.1408 58.6756 2 117.3512

    -57.6 42600.0384 73.2736 1.5 109.9104

    -50.4 101199.9744 99.2016 4 396.8064

    -43.2 39937.536 114.49 2 228.98

    -36 57075.84 121.2201 4 484.8804

    -28.8 18413.568 123.21 2 246.42

    -21.6 20715.264 123.21 4 492.84

    -14.4 4603.392 123.21 2 246.42

    -7.2 2301.696 123.21 4 492.84

    0 0 123.21 2 246.42

    7.2 2301.696 123.21 4 492.84

    14.4 4603.392 123.21 2 246.42

    21.6 20715.264 123.21 4 492.84

    28.8 18413.568 123.21 2 246.42

    36 57542.4 123.21 4 492.84

    43.2 41430.528 123.21 2 246.42

    50.4 108718.848 114.49 4 457.96

    57.6 44292.096 79.21 1.5 118.81561.2 55432.512 54.76 2 109.52

    64.8 23094.72 30.25 1 30.25

    68.4 28071.36 9 2 18

    72 259.2 0.01 0.5 0.005

    75.6 0 0 0 0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    38/46

    Waterline=11 k1=5.6

    2.7

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0' 0 1.166666667 0 -720 4.76 1.666666667 7.933333333 -68.4

    0.5 6.08 2 12.16 -64.8

    1 7.24 1 7.24 -61.2

    1.5 8.2 2 16.4 -57.6

    2 9.12 1.5 13.68 -54

    3 10.28 4 41.12 -50.4

    4 10.8 2 21.6 -43.2

    5 11.1 4 44.4 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 11.1 2 22.2 43.2

    17 10.8 4 43.2 50.4

    18 9.3 1.5 13.95 57.618.5 7.86 2 15.72 61.2

    19 5.85 1 5.85 64.8

    19.5 3.25 2 6.5 68.4

    20 0.3 0.5625 0.16875 72

    20' 0 0.0625 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    39/46

    k2=0.3

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -72 0 0 1.166666667-542.64 -68.4 37116.576 22.6576 1.666666667

    -787.968 -64.8 51060.3264 36.9664 2

    -443.088 -61.2 27116.9856 52.4176 1

    -944.64 -57.6 54411.264 67.24 2

    -738.72 -54 39890.88 83.1744 1.5

    -2072.448 -50.4 104451.3792 105.6784 4

    -933.12 -43.2 40310.784 116.64 2

    -1598.4 -36 57542.4 123.21 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    959.04 43.2 41430.528 123.21 2

    2177.28 50.4 109734.912 116.64 4

    803.52 57.6 46282.752 86.49 1.5962.064 61.2 58878.3168 61.7796 2

    379.08 64.8 24564.384 34.2225 1

    444.6 68.4 30410.64 10.5625 2

    12.15 72 874.8 0.09 0.5625

    0 75.6 0 0 0.0625

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    40/46

    fn(IT)

    (11) = (9)x(10)

    037.76266667

    73.9328

    52.4176

    134.48

    124.7616

    422.7136

    233.28

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    466.56

    129.735123.5592

    34.2225

    21.125

    0.050625

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    41/46

    Waterline=12 k1=5.8

    3.2

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0' 0 1.208333333 0 -75.60 5.26 1.708333333 8.985833333 -72

    0.5 6.46 2 12.92 -68.4

    1 7.6 1 7.6 -64.8

    1.5 8.56 2 17.12 -61.2

    2 9.43 1.5 14.145 -57.6

    3 10.55 4 42.2 -50.4

    4 11 2 22 -43.2

    5 11.1 4 44.4 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 11.1 2 22.2 43.2

    17 10.9 4 43.6 50.4

    18 9.5 1.5 14.25 57.618.5 8.2 2 16.4 61.2

    19 6.3 1 6.3 64.8

    19.5 3.7 2 7.4 68.4

    20 0.7 1.708333333 1.195833333 72

    20' 0 1.208333333 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    42/46

    k2=0.8

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -75.6 0 0 1.208333333-646.98 -72 46582.56 27.6676 1.708333333

    -883.728 -68.4 60446.9952 41.7316 2

    -492.48 -64.8 31912.704 57.76 1

    -1047.744 -61.2 64121.9328 73.2736 2

    -814.752 -57.6 46929.7152 88.9249 1.5

    -2126.88 -50.4 107194.752 111.3025 4

    -950.4 -43.2 41057.28 121 2

    -1598.4 -36 57542.4 123.21 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    959.04 43.2 41430.528 123.21 2

    2197.44 50.4 110750.976 118.81 4

    820.8 57.6 47278.08 90.25 1.51003.68 61.2 61425.216 67.24 2

    408.24 64.8 26453.952 39.69 1

    506.16 68.4 34621.344 13.69 2

    86.1 72 6199.2 0.49 1.708333333

    0 75.6 0 0 1.208333333

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    43/46

    fn(IT)

    (11) = (9)x(10)

    047.26548333

    83.4632

    57.76

    146.5472

    133.38735

    445.21

    242

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    475.24

    135.375134.48

    39.69

    27.38

    0.837083333

    0

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    44/46

    upper deck k1=6

    3.5

    Station Half ord. SM fn(WP Area) Lever

    (1) (2) (3) (4) = (2)x(3) (5)

    0' 0 1.25 0 -75.60 5.52 1.75 9.66 -72

    0.5 6.7 2 13.4 -68.4

    1 7.8 1 7.8 -64.8

    1.5 8.8 2 17.6 -61.2

    2 9.6 1.5 14.4 -57.6

    3 10.72 4 42.88 -50.4

    4 11.1 2 22.2 -43.2

    5 11.1 4 44.4 -36

    6 11.1 2 22.2 -28.8

    7 11.1 4 44.4 -21.6

    8 11.1 2 22.2 -14.4

    9 11.1 4 44.4 -7.2

    10 11.1 2 22.2 0

    11 11.1 4 44.4 7.2

    12 11.1 2 22.2 14.4

    13 11.1 4 44.4 21.6

    14 11.1 2 22.2 28.8

    15 11.1 4 44.4 36

    16 11.1 2 22.2 43.2

    17 11 4 44 50.4

    18 9.8 1.5 14.7 57.618.5 9.5 2 19 61.2

    19 6.7 1 6.7 64.8

    19.5 4.1 2 8.2 68.4

    20 1.1 0.75 0.825 72

    20' 0 0.25 0 75.6

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    45/46

    k2=1.2

    fn (M) Lever fn(IL) (Half ord.)2

    SM

    (6) = (4)x(5) (7) (8) = (7) x (6) (9) (10)

    0 -75.6 0 0 1.25-695.52 -72 50077.44 30.4704 1.75

    -916.56 -68.4 62692.704 44.89 2

    -505.44 -64.8 32752.512 60.84 1

    -1077.12 -61.2 65919.744 77.44 2

    -829.44 -57.6 47775.744 92.16 1.5

    -2161.152 -50.4 108922.0608 114.9184 4

    -959.04 -43.2 41430.528 123.21 2

    -1598.4 -36 57542.4 123.21 4

    -639.36 -28.8 18413.568 123.21 2

    -959.04 -21.6 20715.264 123.21 4

    -319.68 -14.4 4603.392 123.21 2

    -319.68 -7.2 2301.696 123.21 4

    0 0 0 123.21 2

    319.68 7.2 2301.696 123.21 4

    319.68 14.4 4603.392 123.21 2

    959.04 21.6 20715.264 123.21 4

    639.36 28.8 18413.568 123.21 2

    1598.4 36 57542.4 123.21 4

    959.04 43.2 41430.528 123.21 2

    2217.6 50.4 111767.04 121 4

    846.72 57.6 48771.072 96.04 1.51162.8 61.2 71163.36 90.25 2

    434.16 64.8 28133.568 44.89 1

    560.88 68.4 38364.192 16.81 2

    59.4 72 4276.8 1.21 0.75

    0 75.6 0 0 0.25

  • 8/11/2019 Copy of hydrostatic calculations KKproject (Autosaved)_1411234414361.xls

    46/46

    fn(IT)

    (11) = (9)x(10)

    053.3232

    89.78

    60.84

    154.88

    138.24

    459.6736

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    492.84

    246.42

    484

    144.06180.5

    44.89

    33.62

    0.9075

    0