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Subdivision Load Line

S.T Measured (mm) Area (m2) S.M F(v)

0 0.9 18.44 0.5 9.22

0.5 2.0 40.99 2 81.98

1 2.5 51.24 1 51.24

1.5 3.1 63.53 2 127.06

2 4.0 81.98 1.5 122.96

3 6.0 122.96 4 491.86

4 7.2 147.56 2 295.11

5 8.2 168.05 4 672.20

6 9.4 192.64 2 385.297 10.1 206.99 4 827.96

8 11.0 225.43 2 450.87

9 10.5 215.19 4 860.75

10 10.0 204.94 2 409.88

11 10.0 204.94 4 819.76

12 10.0 204.94 2 409.88

13 9.0 184.45 4 737.78

14 8.2 168.05 2 336.10

15 7.0 143.46 4 573.83

16 5.5 112.72 2 225.43

17 4.5 92.22 4 368.89

18 2.5 51.24 1.5 76.85

18.5 2.1 43.04 2 86.07

19 2.0 40.99 1 40.99

19.5 1.0 20.49 2 40.99

20 1.0 20.49 0.5 10.25

F(v)= 8513.2076

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Lever F(Mv) Load Displacement()=(h/3* F(v))

-10 -92.22 L.C.B (x)=(h*(F(Mv)/F(v))

-9.5 -778.77

-9 -461.12

-8.5 -1080.03

-8 -983.71

-7 -3442.99

-6 -1770.68

-5 -3361.02

-4 -1541.15-3 -2483.87

-2 -901.74

-1 -860.75

0 0.00

1 819.76

2 819.76

3 2213.35

4 1344.41

5 2869.16

6 1352.60

7 2582.24

8 614.82

8.5 731.64

9 368.89

9.5 389.39

10 102.47

F(Mv)= -3549.5608

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25965.28

-3.82

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Trim Line 1A

S.T Measured (mm) Area (m2) S.M F(v)

0 8.93 182.9499 0.5 91.47

0.5 9.73 199.4538 2 398.911 10.70 219.2735 1 219.27

1.5 11.6339 238.4251 2 476.85

2 12.4496 255.1421 1.5 382.71

3 13.9686 286.2725 4 1145.09

4 15.3134 313.8328 2 627.67

5 16.3405 334.8822 4 1339.53

6 17.0683 349.7977 2 699.60

7 17.4467 357.5527 4 1430.21

8 17.5441 359.5488 2 719.10

9 17.3787 356.1591 4 1424.64

10 16.9979 348.3550 2 696.71

11 16.4112 336.3311 4 1345.32

12 15.6635 321.0078 2 642.02

13 14.5889 298.9849 4 1195.94

14 13.2782 272.1234 2 544.25

15 11.6583 238.9252 4 955.70

16 9.7042 198.8779 2 397.7617 7.4906 153.5124 4 614.05

18 5.1594 105.7367 1.5 158.61

18.5 3.8770 79.4552 2 158.91

19 2.9827 61.1275 1 61.13

19.5 2.0047 41.0843 2 82.17

20 1.0675 21.8773 0.5 10.94

F(v)= 15818.53675

cad values scale x 1 mm=.305 m , 1m =3.

2H/3 4.0422225

scaled 51.97143214

y cordinate 148.5999964

X cordinate 600

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Lever F(Mv) 1) Displacement(2)=(h/3* F(v))

-10 -914.75 2) L.C.B (x2)=(h*(F(Mv)/F(v))

-9.5 -3789.62 3) D.W Volume (V2)=(

2-

)-9 -1973.46 4) Shift of L.C.B=(X2-X)

-8.5 -4053.23 5) C.G of D.W from L.C.B(X2)=((*Shift of L.C.B)/V2)

-8 -3061.71 6) C.G of D.W from ( ) = (5+2)

-7 -8015.63

-6 -3765.99

-5 -6697.64

-4 -2798.38

-3 -4290.63

-2 -1438.20

-1 -1424.64

0 0.00

1 1345.32

2 1284.03

3 3587.82

4 2176.99

5 4778.50

6 2386.537 4298.35

8 1268.84

8.5 1350.74

9 550.15

9.5 780.60

10 109.39

F(Mv)= -18306.61595

7688524 scale y 1mm = .077777777m , 1m = 12.85714285714

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0.435663406

48246.54 scaled area ( y )

-10.59 79.7045932

22281.25 86.89470286-6.77 95.52944152

-7.89 103.8731116

-18.48 111.1560775

124.7184475

136.7254752

145.8959231

152.3940751

155.7726141

156.6422486

155.1654771

151.7655097

146.527167

139.8513381

130.2567872

118.5542208

104.0909666

86.643812466.87971612

46.0656299

34.61573965

26.63099475

17.89893559

9.531158647

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Compartment Length Calculation for Tri

Permeability = 0.60

L.C.G of D.W from , Xw = -18.48

Damage Volume V2 = 22281.25

Compartment Volume Vc= ( V2/) 37135.42

Mean Sec. Area = 359.56

Iteration 1 1) Trial Floodable Length l = (Vc/Mean Sec. Area) 103.28

2) Trial Xm = 0.00

3) Corresponding Xc = -18.48

4) Station Spacing S = ( l/4 ) 25.82

5) Computed Vol. = (s/3* F(v)) 34205.48

6) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) 0.25

7) Approx flood. Length = (l*Vc/ (5)) 112.13

8) Approx Xc = Xw + Xm -18.23

Iteration 2 1) Trial Floodable Length l = (7 of previous iteration) 112.13

2) Trial Xc = (8 of Previous Iteration) -18.23

3) Station Spacing S = ( l/4 ) 28.03

4) Computed Vol. = (s/3* F(v)) 36584.43

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) 0.28

6) flood. Length = (l*Vc/ (5)) 113.81

7) Xc = Xw + Xm -18.20

Iteration 3 1) Trial Floodable Length l = (6 of previous iteration) 113.812) Trial Xc = (7 of Previous Iteration) -18.20

3) Station Spacing S = ( l/4 ) 28.45

4) Computed Vol. = (s/3* F(v)) 37024.07

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) 0.29

6) flood. Length = (l*Vc/ (5)) 114.16

7) Xc = Xw + Xm -18.19

cad scale x cordinate 1m=1.85792349 y cordinate

iteration 1

xc

x cord,2= 135.6593

x cord,1= 87.6881

x cord,0= 39.71688

x cord,3= 183.6305

x cord,4= 231.6018

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iteration 2

xc

x cord,2= 136.1309

x cord,1= 84.05057

x cord,0= 31.97026

x cord,3= 188.2112

x cord,4= 240.2915

iteration 3

xc

x cord,2= 136.1858

x cord,1= 83.32109

x cord,0= 30.45641

x cord,3= 189.0505

x cord,4= 241.9151

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Line 1A

Scale For Sec. Area curve = 2.29535

Section Measured Section Area S.M F(v) Lever F(Mv)

0 115.83 265.86 1 265.86 -2 -531.72

1 147.11 337.67 4 1350.69 -1 -1350.69

2 156.65 359.56 2 719.13 0 0.00

3 147.67 338.96 4 1355.82 1 1355.82

4 123.22 282.83 1 282.83 2 565.66

F(v) = 3974.33 F(Mv) = 39.07

Section Measured Section Area S.M F(v) Lever F(Mv)

0 109.47 251.28 1 251.28 -2 -502.56

1 145.45 333.86 4 1335.46 -1 -1335.46

2 156.64 359.54 2 719.08 0 0.00

3 146.11 335.37 4 1341.48 1 1341.48

4 116.78 268.06 1 268.06 2 536.12

F(v) = 3915.36 F(Mv) = 39.58

Section Measured Section Area S.M F(v) Lever F(Mv)0 108.20 248.37 1 248.37 -2 -496.73

1 145.11 333.07 4 1332.28 -1 -1332.28

2 156.64 359.54 2 719.08 0 0.00

3 145.82 334.70 4 1338.79 1 1338.79

4 115.49 265.10 1 265.10 2 530.20

F(v) = 3903.62 F(Mv) = 39.98

1m2= 0.435663

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47.767

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Trim Line 2A

S.T Measured (mm) Area (m2) S.M F(v)

0 0 0.5 0

0.5 0 2 01 0 1 0

1.5 0 2 0

2 0 1.5 0

3 0 4 0

4 0 2 0

5 0 4 0

6 0 2 0

7 0 4 0

8 0 2 0

9 0 4 0

10 0 2 0

11 0 4 0

12 0 2 0

13 0 4 0

14 0 2 0

15 0 4 0

16 0 2 017 0 4 0

18 0 1.5 0

18.5 0 2 0

19 0 1 0

19.5 0 2 0

20 0 0.5 0

F(v)= 0

cad values scale x 1 mm=.305 m , 1m =3.27688524

2H/3 8.084445

scaled 103.9428643

y cordinate 96.62856429

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X cordinat 600

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Lever F(Mv) 1) Displacement(2)=(h/3* F(v))

-10 0 2) L.C.B (x2)=(h*(F(Mv)/F(v))

-9.5 0 3) D.W Volume (V2)=(

2-

)-9 0 4) Shift of L.C.B=(X2-X)

-8.5 0 5) C.G of D.W from L.C.B(X2)=((*Shift of L.C.B)/V2)

-8 0 6) C.G of D.W from ( ) = (5+2)

-7 0

-6 0

-5 0

-4 0

-3 0

-2 0

-1 0

0 0

1 0

2 0

3 0

4 0

5 0

6 07 0

8 0

8.5 0

9 0

9.5 0

10 0

F(Mv)= 0

scale y 1mm = .077777777m , 1m = 12.85714285714

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cad 0.435663406

0 scaled x cordinate scaled area ( y )

#DIV/0! 0 0

-25965.28318 8.5 0#DIV/0! 17 0

#DIV/0! 25.5 0

#DIV/0! 34 0

51 0

68 0

85 0

102 0

119 0

136 0

153 0

170 0

187 0

204 0

221 0

238 0

255 0

272 0289 0

306 0

314.5 0

323 0

331.5 0

340 0

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Compartment Length Calculation for Trim Lin

Permeability = 0.6

L.C.G of D.W from , Xw = #DIV/0!

Damage Volume V2 = -25965.3

Compartment Volume Vc= ( V2/) -43275.5

Mean Sec. Area =

Iteration 1 1) Trial Floodable Length l = (Vc/Mean Sec. Area) #DIV/0!

2) Trial Xm = 0

3) Corresponding Xc = #DIV/0!

4) Station Spacing S = ( l/4 ) #DIV/0!

5) Computed Vol. = (s/3* F(v)) #DIV/0!

6) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

7) Approx flood. Length = (l*Vc/ (5)) #DIV/0!

8) Approx Xc = Xw + Xm #DIV/0!

Iteration 2 1) Trial Floodable Length l = (7 of previous iteration) #DIV/0!

2) Trial Xc = (8 of Previous Iteration) #DIV/0!

3) Station Spacing S = ( l/4 ) #DIV/0!

4) Computed Vol. = (s/3* F(v)) #DIV/0!

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

6) flood. Length = (l*Vc/ (5)) #DIV/0!

7) Xc = Xw + Xm #DIV/0!

Iteration 3 1) Trial Floodable Length l = (6 of previous iteration) #DIV/0!2) Trial Xc = (7 of Previous Iteration) #DIV/0!

3) Station Spacing S = ( l/4 ) #DIV/0!

4) Computed Vol. = (s/3* F(v)) #DIV/0!

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

6) flood. Length = (l*Vc/ (5)) #DIV/0!

7) Xc = Xw + Xm #DIV/0!

cad scale x cordinate 1m=1.85792349 y cordinate 1m2=

iteration 1

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

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iteration 2

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

iteration 3

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

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e 2A

Scale For Sec. Area curve =

Section Measured Section Area S.M F(v) Lever F(Mv)

0 0 1 0 -2 0

1 0 4 0 -1 0

2 0 2 0 0 0

3 0 4 0 1 0

4 0 1 0 2 0

F(v) = 0 F(Mv) = 0

Section Measured Section Area S.M F(v) Lever F(Mv)

0 0 1 0 -2 0

1 0 4 0 -1 0

2 0 2 0 0 0

3 0 4 0 1 0

4 0 1 0 2 0

F(v) = 0 F(Mv) = 0

Section Measured Section Area S.M F(v) Lever F(Mv)0 0.00 1 0.00 -2 0.00

1 0.00 4 0.00 -1 0.00

2 0.00 2 0.00 0 0.00

3 0.00 4 0.00 1 0.00

4 0.00 1 0.00 2 0.00

F(v) = 0.00 F(Mv) = 0.00

0.435663

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Trim Line 3A

S.T Measured (mm) Area (m2) S.M F(v) Lever

0 0 0.5 0 -10

0.5 0 2 0 -9.51 0 1 0 -9

1.5 0 2 0 -8.5

2 0 1.5 0 -8

3 0 4 0 -7

4 0 2 0 -6

5 0 4 0 -5

6 0 2 0 -4

7 0 4 0 -3

8 0 2 0 -2

9 0 4 0 -1

10 0 2 0 0

11 0 4 0 1

12 0 2 0 2

13 0 4 0 3

14 0 2 0 4

15 0 4 0 5

16 0 2 0 617 0 4 0 7

18 0 1.5 0 8

18.5 0 2 0 8.5

19 0 1 0 9

19.5 0 2 0 9.5

20 0 0.5 0 10

F(v)= 0 F(Mv)=

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F(Mv) 1) Displacement(2)=(h/3* F(v))

0 2) L.C.B (x2)=(h*(F(Mv)/F(v))

0 3) D.W Volume (V2)=(

2-

)0 4) Shift of L.C.B=(X2-X)

0 5) C.G of D.W from L.C.B(X2)=((*Shift of L.C.B)/V2)

0 6) C.G of D.W from ( ) = (5+2)

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0

0

0

0

0

0

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cad 0.435663406

0 scaled x cordinate scaled area ( y )

#DIV/0! 0 0

-25965.28318 8.5 0#DIV/0! 17 0

#DIV/0! 25.5 0

#DIV/0! 34 0

51 0

68 0

85 0

102 0

119 0

136 0

153 0

170 0

187 0

204 0

221 0

238 0

255 0

272 0289 0

306 0

314.5 0

323 0

331.5 0

340 0

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Compartment Length Calculation for Trim Lin

Permeability = 0.6

L.C.G of D.W from , Xw = #DIV/0!

Damage Volume V2 = -25965.3

Compartment Volume Vc= ( V2/) -43275.5

Mean Sec. Area =

Iteration 1 1) Trial Floodable Length l = (Vc/Mean Sec. Area) #DIV/0!

2) Trial Xm = 0

3) Corresponding Xc = #DIV/0!

4) Station Spacing S = ( l/4 ) #DIV/0!

5) Computed Vol. = (s/3* F(v)) #DIV/0!

6) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

7) Approx flood. Length = (l*Vc/ (5)) #DIV/0!

8) Approx Xc = Xw + Xm #DIV/0!

Iteration 2 1) Trial Floodable Length l = (7 of previous iteration) #DIV/0!

2) Trial Xc = (8 of Previous Iteration) #DIV/0!

3) Station Spacing S = ( l/4 ) #DIV/0!

4) Computed Vol. = (s/3* F(v)) #DIV/0!

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

6) flood. Length = (l*Vc/ (5)) #DIV/0!

7) Xc = Xw + Xm #DIV/0!

Iteration 3 1) Trial Floodable Length l = (6 of previous iteration) #DIV/0!2) Trial Xc = (7 of Previous Iteration) #DIV/0!

3) Station Spacing S = ( l/4 ) #DIV/0!

4) Computed Vol. = (s/3* F(v)) #DIV/0!

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

6) flood. Length = (l*Vc/ (5)) #DIV/0!

7) Xc = Xw + Xm #DIV/0!

cad scale x cordinate 1m=1.85792349 y cordinate 1m2=

iteration 1

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

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iteration 2

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

iteration 3

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

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e 3A

Scale For Sec. Area curve =

Section Measured Section Area S.M F(v) Lever F(Mv)

0 0 1 0 -2 0

1 0 4 0 -1 0

2 0 2 0 0 0

3 0 4 0 1 0

4 0 1 0 2 0

F(v) = 0 F(Mv) = 0

Section Measured Section Area S.M F(v) Lever F(Mv)

0 0 1 0 -2 0

1 0 4 0 -1 0

2 0 2 0 0 0

3 0 4 0 1 0

4 0 1 0 2 0

F(v) = 0 F(Mv) = 0

Section Measured Section Area S.M F(v) Lever F(Mv)0 0.00 1 0.00 -2 0.00

1 0.00 4 0.00 -1 0.00

2 0.00 2 0.00 0 0.00

3 0.00 4 0.00 1 0.00

4 0.00 1 0.00 2 0.00

F(v) = 0.00 F(Mv) = 0.00

0.435663

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Trim Line 1F

S.T Measured (mm) Area (m2) S.M F(v)

0 0.00 0.5 0.00

0.5 0.00 2 0.001 0.00 1 0.00

1.5 0.00 2 0.00

2 0.00 1.5 0.00

3 0.00 4 0.00

4 0.00 2 0.00

5 0.00 4 0.00

6 0.00 2 0.00

7 0.00 4 0.00

8 0.00 2 0.00

9 0.00 4 0.00

10 0.00 2 0.00

11 0.00 4 0.00

12 0.00 2 0.00

13 0.00 4 0.00

14 0.00 2 0.00

15 0.00 4 0.00

16 0.00 2 0.0017 0.00 4 0.00

18 0.00 1.5 0.00

18.5 0.00 2 0.00

19 0.00 1 0.00

19.5 0.00 2 0.00

20 0.00 0.5 0.00

F(v)= 0

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Lever F(Mv) 1)

-10 0.00 2)

-9.5 0.00 3)-9 0.00 4)

-8.5 0.00 5)

-8 0.00 6)

-7 0.00

-6 0.00

-5 0.00

-4 0.00

-3 0.00

-2 0.00

-1 0.00

0 0.00

1 0.00

2 0.00

3 0.00

4 0.00

5 0.00

6 0.007 0.00

8 0.00

8.5 0.00

9 0.00

9.5 0.00

10 0.00

F(Mv)= 0

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cad

Displacement(2)=(h/3* F(v)) 0.00 scaled x cordinate

L.C.B (x2)=(h*(F(Mv)/F(v)) #DIV/0! 0

D.W Volume (V2)=(

2-

) -25965.28 8.5Shift of L.C.B=(X2-X) #DIV/0! 17

C.G of D.W from L.C.B(X2)=((*Shift of L.C.B)/V2) #DIV/0! 25.5

C.G of D.W from ( ) = (5+2) #DIV/0! 34

51

68

85

102

119

136

153

170

187

204

221

238

255

272289

306

314.5

323

331.5

340

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0.435663406

scaled area ( y )

0

00

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

00

0

0

0

0

0

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Compartment Length Calculation for Trim Line 1

Permeability = 0.6

L.C.G of D.W from , Xw = #DIV/0!

Damage Volume V2 = -25965.28

Compartment Volume Vc= ( V2/) -43275.47197

Mean Sec. Area =

Iteration 1 1) Trial Floodable Length l = (Vc/Mean Sec. Area) #DIV/0!

2) Trial Xm = 0

3) Corresponding Xc = #DIV/0!

4) Station Spacing S = ( l/4 ) #DIV/0!

5) Computed Vol. = (s/3* F(v)) #DIV/0!

6) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

7) Approx flood. Length = (l*Vc/ (5)) #DIV/0!

8) Approx Xc = Xw + Xm #DIV/0!

Iteration 2 1) Trial Floodable Length l = (7 of previous iteration) #DIV/0!

2) Trial Xc = (8 of Previous Iteration) #DIV/0!

3) Station Spacing S = ( l/4 ) #DIV/0!

4) Computed Vol. = (s/3* F(v)) #DIV/0!

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

6) flood. Length = (l*Vc/ (5)) #DIV/0!

7) Xc = Xw + Xm #DIV/0!

Iteration 3 1) Trial Floodable Length l = (6 of previous iteration) #DIV/0!2) Trial Xc = (7 of Previous Iteration) #DIV/0!

3) Station Spacing S = ( l/4 ) #DIV/0!

4) Computed Vol. = (s/3* F(v)) #DIV/0!

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v)) #DIV/0!

6) flood. Length = (l*Vc/ (5)) #DIV/0!

7) Xc = Xw + Xm #DIV/0!

cad scale x cordinate 1m=1.85792349 y cordinate 1m2=

iteration 1

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

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iteration 2

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

iteration 3

xc

x cord,2= #DIV/0!

x cord,1= #DIV/0!

x cord,0= #DIV/0!

x cord,3= #DIV/0!

x cord,4= #DIV/0!

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Scale For Sec. Area curve =

Section Measured Section Area S.M F(v) Lever F(Mv)

0 0 1 0 -2 0

1 0 4 0 -1 0

2 0 2 0 0 0

3 0 4 0 1 0

4 0 1 0 2 0

F(v) = 0 F(Mv) = 0

Section Measured Section Area S.M F(v) Lever F(Mv)

0 0 1 0 -2 0

1 0 4 0 -1 0

2 0 2 0 0 0

3 0 4 0 1 0

4 0 1 0 2 0

F(v) = 0 F(Mv) = 0

Section Measured Section Area S.M F(v) Lever F(Mv)0 0.00 1 0.00 -2 0.00

1 0.00 4 0.00 -1 0.00

2 0.00 2 0.00 0 0.00

3 0.00 4 0.00 1 0.00

4 0.00 1 0.00 2 0.00

F(v) = 0.00 F(Mv) = 0.00

0.435663

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Trim Line 1F

S.T Measured (mm) Area (m2) S.M F(v)

0

0.51

1.5

2

3

4

5

6

7

8

9

10

11

12

13

14

15

1617

18

18.5

19

19.5

20

F(v)=

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Lever F(Mv) 1) Displacement(2)=(h/3* F(v))

2) L.C.B (x2)=(h*(F(Mv)/F(v))

3) D.W Volume (V2)=(

2-

)4) Shift of L.C.B=(X2-X)

5) C.G of D.W from L.C.B(X2)=((*Shift of L.C.B)/V2)

6) C.G of D.W from ( ) = (5+2)

Load Displacement()=(h/3* F(v))

L.C.B (x)=(h*(F(Mv)/F(v))

F(Mv)=

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Permeability =

L.C.G of D.W from , Xw =

Damage Volume V2 =

Compartment Volume Vc= ( V2/)

Mean Sec. Area =

Iteration 1 1) Trial Floodable Length l = (Vc/Mean Sec. Area)

2) Trial Xm =

3) Corresponding Xc =

4) Station Spacing S = ( l/4 )

5) Computed Vol. = (s/3* F(v))

6) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v))

7) Approx flood. Length = (l*Vc/ (5))

8) Approx Xc = Xw + Xm

Iteration 2 1) Trial Floodable Length l = (7 of previous iteration)

2) Trial Xc = (8 of Previous Iteration)

3) Station Spacing S = ( l/4 )

4) Computed Vol. = (s/3* F(v))

5) Computed Xm ( w.r.t Xc)=(s*(F(Mv)/F(v))

6) flood. Length = (l*Vc/ (5))

7) Xc = Xw + Xm

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Scale For Sec. Area curve =

Section Measured Section Area S.M F(v) Lever

0

1

2

3

4

F(v) = F(Mv) =

Section Measured Section Area S.M F(v) Lever

0

1

2

3

4

F(v) = F(Mv) =

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F(Mv)

F(Mv)