mars exemplu

81
MARS2000 Post Panamax User : takanori Organisation : ito Login : Takanori Ito

Upload: madalin-mihai

Post on 23-Dec-2015

238 views

Category:

Documents


1 download

DESCRIPTION

Mars Rule 2000

TRANSCRIPT

Page 1: mArs exemplu

MARS2000

Post Panamax

User : takanoriOrganisation : itoLogin : Takanori Ito

Page 2: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Cross Section CharacteristicsGross scantling

Geometric Properties (For the whole cross-section)

Geometric Area of Cross-Section

Steel Steel Total(315) (355) Area

Strakes 2.647400 7.057022 9.704422Longitudinals 0.830974 6.486910 7.317884

Total (m2) 3.478375 13.543930 17.022310

Geometric area of cross-section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.022300 m2

Effective area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.022300 m2

Single moment above neutral axis . . . . . . . . . . . . . . . ( / neutral axis) . . 51.463900 m3

Single moment of half section . . . . . . . . . . . . . . . . . . . ( / centre line) . 145.683700 m3

Moment of inertia / Gy axis . . . . . . . . . . . . . . . . . . . . . . . . . . . (IGy) . 840.796300 m4

Moment of inertia / Gz axis . . . . . . . . . . . . . . . . . . . . . . . . . . . (IGz) 5548.668000 m4

Position of neutral axis . . . . . . . . . . . . . . (above base line) . . . . (N) . . . . 9.16746 m Modulus at deck . . . . . . . . . . . . . . . . . . . . . . . (23.900 m) . . (ZAD) . . 57.070680 m3

Modulus at bottom . . . . . . . . . . . . . . . . . . . . . . (0.000 m) . . (ZAB) . . 91.715330 m3

Transverse sectional area of deck flange . . . . . . . . . . . . . . . . . . . . . . . . . 0.920500 m2

Transverse sectional area of bottom flange . . . . . . . . . . . . . . . . . . . . . . . 4.899330 m2

These characteristic (except geometric area) are effective values assuming an homogeneousmaterial of 206000 (N/mm2) as Young modulus.

Profiles

Type Scantling Number

flat 500 × 500.0 12flat 500 × 50.0 20flat 500 × 40.0 4flat 400 × 50.0 8bulb 500 × 40.0 100bulb 250 × 40.0 96angle 1000 × 50.0 500 × 50.0 2

Strakes

Thickness (mm) Length (m)

50.000 41.07340.000 120.51735.000 19.50630.000 71.580

The length indicated is the total length for the strakes having same thickness.

Takanori Ito Page 2

Page 3: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Cross Section CharacteristicsNet scantling

Geometric Properties (For the whole cross-section)

Geometric Area of Cross-Section

Steel Steel Total(315) (355) Area

Strakes 2.529730 6.722435 9.252165Longitudinals 0.796973 6.329056 7.126029

Total (m2) 3.326706 13.051500 16.378190

Geometric area of cross-section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.378200 m2

Effective area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.378200 m2

Single moment above neutral axis . . . . . . . . . . . . . . . ( / neutral axis) . . 49.308330 m3

Single moment of half section . . . . . . . . . . . . . . . . . . . ( / centre line) . 140.353600 m3

Moment of inertia / Gy axis . . . . . . . . . . . . . . . . . . . . . . . . . . . (IGy) . 804.031300 m4

Moment of inertia / Gz axis . . . . . . . . . . . . . . . . . . . . . . . . . . . (IGz) 5350.596000 m4

Position of neutral axis . . . . . . . . . . . . . . (above base line) . . . . (N) . . . . 9.17598 m Modulus at deck . . . . . . . . . . . . . . . . . . . . . . . (23.900 m) . . (ZAD) . . 54.606770 m3

Modulus at bottom . . . . . . . . . . . . . . . . . . . . . . (0.000 m) . . (ZAB) . . 87.623500 m3

Transverse sectional area of deck flange . . . . . . . . . . . . . . . . . . . . . . . . . 0.878945 m2

Transverse sectional area of bottom flange . . . . . . . . . . . . . . . . . . . . . . . 4.673231 m2

These characteristic (except geometric area) are effective values assuming an homogeneousmaterial of 206000 (N/mm2) as Young modulus.

Takanori Ito Page 3

Page 4: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Hull Girder Loads

Vertical Bending MomentHogging Sagging(kNm) (kNm)

S.W.B.M. Builder's proposal in Basic Ship Data . . . . . . 5 703 757. 4 439 066.S.W.B.M. Builder's proposal at X = 170.1 mS.W.B.M. preliminary value at midship . . . . . . . . . . . . 6 440 106. -5 161 038.S.W.B.M. preliminary value at X = 170.1 m . . . . . . . . . 6 440 106. -5 161 038.Rule Vertical Wave Bending Moment at X = 170.1 m . . 6 318 595. -7 597 663.

Design Hull Girder Loads at X = 170.1 mHogging Sagging(kNm) (kNm)

S.W.B.M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 703 757. -4 439 066.Wave bending moment (rule) . . . . . . . . . . . . . . . . . . . 6 318 595. -7 597 663.

Horizontal wave bending moment . . . . . . . . . . . . . . . . 3 702 417.

Positive Negative(KN) (KN)

Vertical still water shear force . . . . . . . . . . . . . . . . . . . . . . . . 0.Vertical wave shear force . . . . . . . . . . . . . . . . . . . . . . . 41 263. - 41 263.

Admissible Vertical Shear Forces

Total Admissible Vert. Shear Force . . . . . . . . . . . . . . . . . (KN) . . . . . 387 986.Positive Admissible Vert. Still Water Shear Force . . . . . . . (KN) . . . . . 346 724.Negative Admissible Vert. Still Water Shear Force . . . . . . . (KN) . . . . . 346 724.

* Shear forces are not taking into account

Takanori Ito Page 4

Page 5: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Section moduli and Inertia

X section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 170.100 (m)X mid - 0.2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105.456 (m)X mid + 0.2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246.064 (m)

Rule section moduli

Minimum section modulus (k=1, n1=0.95) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72.9069 (m3)

Deck Bottom

Modulus based on design SWBM, Hog (5 703 757.0 kNm) . . . . . . . 46.7154 53.5853Modulus based on design SWBM, Sag (-4 439 066.0 kNm) . . . . . . 46.7713 53.6494

Rule Modulus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46.7713 53.6494

Check of section moduli and inertiaRule Actual

Deck ( 23.900 m) 46.7713 57.0707Bottom ( 0.000 m) 53.6494 91.7153Inertia 768.8466 840.7963

Check of Net/Gross ModuliActual Gross Actual Net %

Deck . . . . . . . . ( 23.900 m) . . . . . . . . . . . . . . . . . . . . 57.0707 54.6068 95.7Bottom . . . . . . . ( 0.000 m) . . . . . . . . . . . . . . . . . . . . 91.7153 87.6235 95.5

Takanori Ito Page 5

Page 6: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

1 - Casco

1 30.00 18.00 15.00 ST315 1.000 1.000 100

28.50 10.42 116.92 150.83 42.18 SEA-a1 0.000.00 131.24 224.36 a -116.92 -244.20

1.50 16.33 0.00 141.03 a 0.00 0.00

2 35.00 12.00 14.50 ST315 1.000 1.000 100

33.50 10.38 115.00 149.31 42.30 SEA-a1 29.440.00 131.24 224.36 a -116.86 -254.50

1.50 0.00 0.00 141.03 a 49.98 160.85

3 40.00 15.50 7.50 ST355 0.500 1.000 100

38.25 5.79 50.70 101.63 64.06 SEA-c+ 42.390.00 105.33 243.06 a -90.49 -312.28

1.75 13.60 0.00 152.78 a 62.22 181.32

4 40.00 14.50 7.50 ST355 0.500 1.000 100

39.00 3.73 119.13 0.00 52.73 SEA-a1 59.090.00 146.96 243.06 a -126.29 -312.35

1.00 13.60 0.00 152.78 a 62.22 181.37

Takanori Ito Page 6

Page 7: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

2 - Costado Interno

5 40.00 8.50 9.50 ST355 0.500 1.000 100

37.50 5.86 49.39 173.35 24.91 FLOOD 2-a 58.700.00 146.96 243.06 a -126.29 -309.85

2.50 5.97 0.00 152.78 a 62.22 181.26

Takanori Ito Page 7

Page 8: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

3 - Panel 4

6 40.00 12.50 5.50 ST315 0.000 0.000 100

39.00 0.000.00 61.19 224.36 a -54.58 -275.87

1.00 0.00 0.00 141.03 a 0.00 0.00

Takanori Ito Page 8

Page 9: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

4 - Panel 5

7 40.00 7.50 11.50 ST315 0.000 0.000 100

39.00 0.000.00 102.82 224.36 a -91.63 -265.62

1.00 0.00 0.00 141.03 a 49.83 161.06

Takanori Ito Page 9

Page 10: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

5 - Fundo Duplo

8 30.00 15.00 12.00 ST315 0.900 1.000 100

28.50 8.41 74.19 99.51 51.33 BAL 1-d+ 0.000.00 102.82 224.36 a -91.63 -251.14

1.50 13.40 0.00 141.03 a 0.00 0.00

Takanori Ito Page 10

Page 11: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

6 - Panel 7

9 40.00 11.50 22.00 ST355 0.000 0.000 100

38.00 0.000.00 131.24 243.06 a -116.92 -256.80

2.00 0.00 0.00 152.78 a 31.11 177.19

Takanori Ito Page 11

Page 12: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

7 - Panel 8

10 35.00 11.50 22.00 ST355 0.000 0.000 100

33.00 0.000.00 131.24 243.06 a -116.92 -237.37

2.00 0.00 0.00 152.78 a 31.11 175.41

Takanori Ito Page 12

Page 13: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

8 - Panel 9

11 30.00 11.50 22.00 ST355 0.000 0.000 100

28.00 0.000.00 131.24 243.06 a -116.92 -206.63

2.00 0.00 0.00 152.78 a 31.11 172.58

Takanori Ito Page 13

Page 14: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

9 - Panel 10

12 30.00 11.50 22.00 ST355 0.000 0.000 100

28.00 0.000.00 131.24 243.06 a -116.92 -206.63

2.00 0.00 0.00 152.78 a 31.11 172.58

Takanori Ito Page 14

Page 15: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

10 - Panel 11

13 30.00 11.50 22.00 ST355 0.000 0.000 100

28.00 0.000.00 131.24 243.06 a -116.92 -206.63

2.00 0.00 0.00 152.78 a 31.11 172.58

Takanori Ito Page 15

Page 16: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

11 - Panel 12

14 30.00 11.50 22.00 ST355 0.000 0.000 100

28.00 0.000.00 131.24 243.06 a -116.92 -206.63

2.00 0.00 0.00 152.78 a 31.11 172.58

Takanori Ito Page 16

Page 17: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

12 - Panel 13

15 40.00 20.00 21.50 ST355 1.985 1.000 100

38.50 18.45 93.99 118.98 56.88 BAL 1-d+ 23.305.17 131.24 243.06 a -116.92 -258.34

1.50 9.35 0.00 152.78 a 31.11 177.34

Takanori Ito Page 17

Page 18: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

13 - Panel 14

16 40.00 7.00 10.00 ST355 0.000 0.000 100

38.00 0.000.00 61.19 243.06 a -54.58 -296.41

2.00 0.00 0.00 152.78 a 0.00 0.00

Takanori Ito Page 18

Page 19: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

14 - Panel 15

17 40.00 7.00 7.00 ST355 0.000 0.000 100

38.00 0.000.00 19.58 243.06 c -23.51 -299.82

2.00 0.00 0.00 152.78 c 0.00 0.00

Takanori Ito Page 19

Page 20: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

15 - Panel 16

18 40.00 7.00 7.00 ST355 0.000 0.000 100

38.00 0.000.00 21.94 243.06 c -23.20 -299.82

2.00 0.00 0.00 152.78 c 0.00 0.00

Takanori Ito Page 20

Page 21: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

16 - Panel 17

19 40.00 7.50 9.50 ST355 0.875 1.000 100

38.25 5.91 56.63 89.69 12.89 FLOOD 2-a 0.000.00 63.74 243.06 a -54.72 -296.67

1.75 5.23 0.00 152.78 a 0.00 0.00

Takanori Ito Page 21

Page 22: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

17 - Panel 18

20 40.00 7.50 12.50 ST355 0.000 0.000 100

37.50 0.000.00 105.33 243.06 a -90.49 -295.87

2.50 0.00 0.00 152.78 a 0.00 0.00

Takanori Ito Page 22

Page 23: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

18 - Panel 19

21 50.00 7.50 14.50 ST355 0.000 0.000 100

47.50 0.000.00 146.96 243.06 a -126.29 -303.60

2.50 0.00 0.00 152.78 a 0.00 0.00

Takanori Ito Page 23

Page 24: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

19 - Panel 19

22 40.00 14.50 11.50 ST355 0.800 1.000 100

38.00 7.65 75.43 99.51 55.51 BAL 1-d+ 0.000.00 102.82 243.06 a -91.63 -299.69

2.00 12.66 0.00 152.78 a 0.00 0.00

Takanori Ito Page 24

Page 25: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

20 - Panel 20

23 40.00 11.00 12.00 ST355 0.908 1.000 100

38.50 9.55 91.63 206.69 29.70 FLOOD 2-a 41.440.00 102.82 243.06 a -91.63 -296.69

1.50 6.37 0.00 152.78 a 53.98 181.34

Takanori Ito Page 25

Page 26: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

21 - Panel 22

24 50.00 9.00 17.00 ST355 0.000 0.000 100

47.50 0.000.00 192.30 243.06 a -165.29 -302.72

2.50 0.00 0.00 152.78 a 46.83 180.87

Takanori Ito Page 26

Page 27: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

22 - Panel 33

25 50.00 22.50 17.00 ST355 1.250 1.000 100

49.00 12.28 116.92 150.83 42.18 SEA-a1 0.000.00 131.24 243.06 a -116.92 -293.04

1.00 21.36 0.00 152.78 a 0.00 0.00

Takanori Ito Page 27

Page 28: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

23 - Panel 34

26 50.00 14.50 21.00 ST355 0.000 0.000 100

49.00 0.000.00 131.24 243.06 a -116.92 -280.56

1.00 0.00 0.00 152.78 a 31.11 179.38

Takanori Ito Page 28

Page 29: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

24 - Panel 35

27 50.00 15.50 15.50 ST355 0.000 0.000 100

49.00 0.000.00 102.82 243.06 a -91.63 -293.04

1.00 0.00 0.00 152.78 a 0.00 0.00

Takanori Ito Page 29

Page 30: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

25 - Panel 36

28 50.00 18.50 21.50 ST355 1.985 1.000 100

48.50 16.77 86.45 118.98 31.46 BAL 1-d+ 23.305.17 131.24 243.06 a -116.92 -279.81

1.50 9.35 0.00 152.78 a 31.11 179.31

Takanori Ito Page 30

Page 31: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

26 - Panel 37

29 40.00 16.00 10.00 ST355 0.625 1.000 100

38.50 7.49 116.92 150.83 42.18 SEA-a1 0.000.00 131.24 243.06 a -116.92 -306.46

1.50 14.26 0.00 152.78 a 0.00 0.00

Takanori Ito Page 31

Page 32: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

27 - Panel 38

30 40.00 13.50 9.00 ST355 0.625 1.000 100

38.50 5.91 68.19 99.51 31.14 BAL 1-d+ 0.000.00 102.82 243.06 a -91.63 -306.46

1.50 11.87 0.00 152.78 a 0.00 0.00

Takanori Ito Page 32

Page 33: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

28 - Panel 38

31 50.00 16.50 15.50 ST355 0.920 1.000 100

49.00 5.73 159.33 0.00 52.73 SEA-a1 42.670.00 192.30 243.06 a -165.29 -303.54

1.00 15.49 0.00 152.78 a 46.83 180.98

Takanori Ito Page 33

Page 34: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

29 - Panel 39

32 50.00 17.50 16.50 ST355 0.875 1.000 100

47.50 5.68 134.97 10.00 52.73 SEA-c+ 0.000.00 192.30 243.06 a -165.29 -303.60

2.50 15.08 0.00 152.78 a 0.00 0.00

Takanori Ito Page 34

Page 35: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

30 - Panel 40

33 50.00 13.00 22.50 ST355 1.000 1.300 100

47.50 9.36 171.05 0.00 52.73 SEA-a1 37.880.00 210.91 243.06 a -181.29 -292.33

2.50 10.48 0.00 152.78 a 37.88 179.78

Takanori Ito Page 35

Page 36: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

31 - Panel 41

34 50.00 9.00 14.00 ST355 0.000 0.000 100

47.50 0.000.00 167.68 243.06 a -144.11 -309.59

2.50 0.00 0.00 152.78 a 54.36 180.87

Takanori Ito Page 36

Page 37: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

32 - Panel 42

35 50.00 16.00 12.50 ST355 0.800 1.000 100

49.00 5.14 130.70 0.00 52.73 SEA-a1 54.360.00 167.68 243.06 a -144.11 -310.00

1.00 14.95 0.00 152.78 a 54.36 180.98

Takanori Ito Page 37

Page 38: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Strake

N° tGActu. tGRule tGRuleBuck Mat Spac Span Bend.Eff.

tNetActu. tLoad SigX1 ps pw Case Tau1tTest σNActu. σNRule Case σApBuck σCRITBuck

CAdd tMini τNActu. τNRule Case τApBuck τCRITBuck

33 - Panel 43

36 50.00 7.50 15.50 ST355 0.000 0.000 100

47.50 0.000.00 167.68 243.06 a -144.11 -303.60

2.50 0.00 0.00 152.78 a 0.00 0.00

Takanori Ito Page 38

Page 39: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

1 - Casco

1 1067.64 250.0 40.0 0.0 0.0 ST315 0.900 1.000 100

1018.38 48.13 116.92 150.83 42.18 SEA-a195.00 3.44 150.83 42.18 SEA-a1

267.20 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.57

2 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 47.52 116.92 150.83 42.18 SEA-a195.00 3.40 150.83 42.18 SEA-a1

267.17 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.65

3 1067.64 250.0 40.0 0.0 0.0 ST315 0.900 1.000 100

1018.38 48.13 116.92 150.83 42.18 SEA-a195.00 3.44 150.83 42.18 SEA-a1

267.20 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.57

4 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 47.52 116.92 150.83 42.18 SEA-a195.00 3.40 150.83 42.18 SEA-a1

267.17 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.65

5 1046.29 250.0 40.0 0.0 0.0 ST315 0.713 1.000 100

998.24 44.60 116.92 150.83 42.18 SEA-a195.00 3.19 150.83 42.18 SEA-a1

267.04 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.92

6 1067.64 250.0 40.0 0.0 0.0 ST315 0.900 1.000 100

1018.38 48.13 116.92 150.83 42.18 SEA-a195.00 3.44 150.83 42.18 SEA-a1

267.20 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.57

7 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 47.52 116.92 150.83 42.18 SEA-a195.00 3.40 150.83 42.18 SEA-a1

267.17 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.65

8 1067.64 250.0 40.0 0.0 0.0 ST315 0.900 1.000 100

1018.38 48.13 116.92 150.83 42.18 SEA-a195.00 3.44 150.83 42.18 SEA-a1

267.20 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.57

Takanori Ito Page 39

Page 40: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

1 - Casco

9 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 47.52 116.92 150.83 42.18 SEA-a195.00 3.40 150.83 42.18 SEA-a1

267.17 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.65

10 1067.64 250.0 40.0 0.0 0.0 ST315 0.900 1.000 100

1018.38 48.13 116.92 150.83 42.18 SEA-a195.00 3.44 150.83 42.18 SEA-a1

267.20 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.57

11 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 47.52 116.92 150.83 42.18 SEA-a195.00 3.44 150.83 44.37 SEA-c+

267.17 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -274.65

12 1072.29 250.0 40.0 0.0 0.0 ST315 0.650 1.000 100

1023.54 42.63 116.86 150.78 42.19 SEA-a195.00 3.14 150.78 47.19 SEA-c+

267.37 123.62 150.78 42.19 SEA-a1 1.00 a -116.86 -275.95

13 1110.49 250.0 40.0 0.0 0.0 ST315 1.000 1.000 100

1059.35 47.75 115.00 149.31 42.30 SEA-a195.00 3.62 149.31 50.07 SEA-c+

267.64 121.65 149.31 42.30 SEA-a1 1.00 a -115.00 -275.16

14 1110.49 250.0 40.0 0.0 0.0 ST315 1.000 1.000 100

1059.35 45.85 110.63 145.86 42.56 SEA-a195.00 3.62 145.86 52.93 SEA-c+

267.66 117.02 145.86 42.56 SEA-a1 1.00 a -110.63 -275.16

15 1110.49 250.0 40.0 0.0 0.0 ST315 1.000 1.000 100

1059.35 43.12 103.92 140.57 42.96 SEA-a195.00 3.58 140.57 55.69 SEA-c+

267.69 109.93 140.57 42.96 SEA-a1 1.00 a -103.92 -275.16

16 1076.26 250.0 40.0 0.0 0.0 ST315 0.677 1.000 100

1027.27 36.23 79.91 133.65 58.24 SEA-c+95.00 3.15 133.65 58.24 SEA-c+

267.49 100.66 133.65 43.49 SEA-a1 1.00 a -95.16 -275.88

Takanori Ito Page 40

Page 41: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

1 - Casco

17 1094.24 250.0 40.0 0.0 0.0 ST315 0.823 1.000 100

1044.14 37.58 76.92 125.41 60.48 SEA-c+95.00 3.31 125.41 60.48 SEA-c+

267.67 89.60 125.41 44.13 SEA-a1 1.00 a -84.71 -275.51

18 1110.49 250.0 40.0 0.0 0.0 ST315 1.000 1.000 100

1059.35 37.41 76.92 116.17 62.31 SEA-c+95.00 3.30 116.17 62.31 SEA-c+

267.83 77.22 116.17 44.86 SEA-a1 1.00 a -73.00 -275.16

19 1083.92 250.0 40.0 0.0 0.0 ST315 0.734 1.000 100

1034.46 33.26 76.92 106.33 63.63 SEA-c+95.00 2.93 106.33 63.63 SEA-c+

267.70 64.03 106.33 45.66 SEA-a1 1.00 a -60.53 -275.72

20 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 23.59 83.33 96.60 64.45 SEA-c+190.00 2.08 96.60 64.45 SEA-c+

303.96 50.99 96.60 46.45 SEA-a1 1.00 a -48.20 -309.74

21 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 22.98 83.33 91.57 64.85 SEA-c+190.00 2.02 91.57 64.85 SEA-c+

303.97 44.25 91.57 46.87 SEA-a1 1.00 a -41.83 -309.74

22 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 22.36 83.33 86.55 65.24 SEA-c+190.00 1.97 86.55 65.24 SEA-c+

303.92 38.88 86.55 65.24 SEA-c+ 1.00 c -36.67 -309.74

23 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 21.74 83.33 81.52 65.64 SEA-c+190.00 1.92 81.52 65.64 SEA-c+

303.93 34.06 81.52 65.64 SEA-c+ 1.00 c -32.00 -309.74

24 4451.42 500.0 40.0 0.0 0.0 ST355 0.454 1.000 100

4296.61 19.75 83.33 76.49 66.04 SEA-c+190.00 1.74 76.49 66.04 SEA-c+

303.85 29.23 76.49 66.04 SEA-c+ 1.00 c -27.32 -309.80

Takanori Ito Page 41

Page 42: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

1 - Casco

25 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 20.01 83.33 67.37 66.78 SEA-c+190.00 1.76 67.37 66.78 SEA-c+

303.96 20.48 67.37 66.78 SEA-c+ 1.00 c -18.84 -309.74

26 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 19.39 83.33 62.34 67.19 SEA-c+190.00 1.71 62.34 67.19 SEA-c+

303.97 15.66 62.34 67.19 SEA-c+ 1.00 c -14.16 -309.74

27 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 18.78 83.33 57.31 67.60 SEA-c+190.00 1.65 57.31 67.60 SEA-c+

303.98 13.10 57.31 67.60 SEA-c+ 1.00 c -11.66 -309.74

28 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 18.16 83.33 52.29 68.01 SEA-c+190.00 1.60 52.29 68.01 SEA-c+

303.99 17.39 52.29 68.01 SEA-c+ 1.00 c -15.78 -309.74

29 4446.61 500.0 40.0 0.0 0.0 ST355 0.450 1.000 100

4292.02 16.32 83.33 47.26 68.43 SEA-c+190.00 1.44 47.26 68.43 SEA-c+

303.90 21.69 47.26 68.43 SEA-c+ 1.00 c -19.90 -309.80

30 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 16.45 83.33 38.21 69.19 SEA-c+190.00 1.45 38.21 69.19 SEA-c+

304.02 29.42 38.21 69.19 SEA-c+ 1.00 c -27.32 -309.74

31 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4353.59 15.83 83.33 33.18 69.62 SEA-c+190.00 1.40 33.18 69.62 SEA-c+

304.03 33.72 33.18 69.62 SEA-c+ 1.00 c -31.44 -309.74

32 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4323.78 15.22 83.33 28.15 70.04 SEA-c+187.50 1.34 28.15 70.04 SEA-c+

304.10 39.91 28.15 52.46 SEA-a1 1.25 a -37.23 -309.70

Takanori Ito Page 42

Page 43: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

1 - Casco

33 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4323.78 14.61 83.33 23.13 70.48 SEA-c+187.50 1.29 23.13 70.48 SEA-c+

304.11 46.51 23.13 52.93 SEA-a1 1.25 a -43.39 -309.70

34 4460.21 500.0 40.0 0.0 0.0 ST355 0.460 1.000 100

4275.86 13.22 83.33 18.10 70.91 SEA-c+187.50 1.17 18.10 70.91 SEA-c+

304.04 53.11 18.10 53.41 SEA-a1 1.25 a -49.55 -309.75

35 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4412.98 12.87 83.33 8.85 71.72 SEA-c+195.00 1.13 8.85 71.72 SEA-c+

337.39 65.25 8.85 54.29 SEA-a1 0.50 a -60.87 -309.81

36 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4412.98 12.26 83.33 3.82 72.16 SEA-c+195.00 1.08 3.82 72.16 SEA-c+

337.41 71.85 3.82 54.78 SEA-a1 0.50 a -67.03 -309.81

37 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4412.98 11.60 83.33 0.00 71.29 SEA-c+195.00 1.02 0.00 71.29 SEA-c+

337.43 78.45 0.00 53.95 SEA-a1 0.50 a -73.19 -309.81

38 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4412.98 10.79 83.33 0.00 66.27 SEA-c+195.00 0.95 0.00 66.27 SEA-c+

337.44 85.05 0.00 52.73 SEA-a1 0.50 a -79.34 -309.81

39 4450.05 500.0 40.0 0.0 0.0 ST355 0.453 1.000 100

4353.15 9.31 83.33 0.00 61.24 SEA-c+195.00 0.82 0.00 61.24 SEA-c+

337.57 91.65 0.00 52.73 SEA-a1 0.50 a -85.50 -309.87

40 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4429.43 9.25 100.02 0.00 52.73 SEA-a1195.00 0.76 0.00 52.73 SEA-a1

337.42 103.60 0.00 52.73 SEA-a1 0.50 a -96.64 -309.85

Takanori Ito Page 43

Page 44: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

1 - Casco

41 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4429.43 9.54 106.39 0.00 52.73 SEA-a1195.00 0.76 0.00 52.73 SEA-a1

337.42 110.20 0.00 52.73 SEA-a1 0.50 a -102.80 -309.85

42 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4429.43 9.84 112.76 0.00 52.73 SEA-a1195.00 0.76 0.00 52.73 SEA-a1

337.42 116.80 0.00 52.73 SEA-a1 0.50 a -108.96 -309.85

43 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4429.43 10.16 119.13 0.00 52.73 SEA-a1195.00 0.76 0.00 52.73 SEA-a1

337.42 123.39 0.00 52.73 SEA-a1 0.50 a -115.11 -309.85

44 4452.10 500.0 40.0 0.0 0.0 ST355 0.454 1.000 100

4371.81 9.83 125.50 0.00 52.73 SEA-a1195.00 0.71 0.00 52.73 SEA-c+

337.55 129.99 0.00 52.73 SEA-a1 0.50 a -121.27 -309.90

Takanori Ito Page 44

Page 45: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

2 - Costado Interno

1 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -120.14 -309.66

2 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -113.98 -309.66

3 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -107.82 -309.66

4 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -101.67 -309.66

5 4452.10 500.0 40.0 0.0 0.0 ST355 0.454 1.000 100

4251.87 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -95.51 -309.72

6 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -84.33 -309.66

7 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -78.17 -309.66

8 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -72.02 -309.66

Takanori Ito Page 45

Page 46: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

2 - Costado Interno

9 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -65.86 -309.66

10 4450.05 500.0 40.0 0.0 0.0 ST355 0.452 1.000 100

4249.93 0.00187.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -59.71 -309.72

11 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 14.79 83.33 94.72 13.61 FLOOD 2-a187.50 1.30 94.72 13.61 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.25 a -48.56 -309.66

12 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 15.57 83.33 99.75 14.34 FLOOD 2-a187.50 1.37 99.75 14.34 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.25 a -42.41 -309.66

13 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4307.66 16.36 83.33 104.78 15.06 FLOOD 2-a187.50 1.44 104.78 15.06 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.25 a -36.25 -309.66

14 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 17.14 83.33 109.80 15.78 FLOOD 2-a190.00 1.51 109.80 15.78 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 a -30.09 -309.70

15 4460.21 500.0 40.0 0.0 0.0 ST355 0.460 1.000 100

4288.53 16.93 83.33 114.83 16.50 FLOOD 2-a190.00 1.49 114.83 16.50 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -25.43 -309.75

16 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 19.37 83.33 124.08 17.83 FLOOD 2-a190.00 1.71 124.08 17.83 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -17.85 -309.70

Takanori Ito Page 46

Page 47: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

2 - Costado Interno

17 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 20.16 83.33 129.11 18.56 FLOOD 2-a190.00 1.78 129.11 18.56 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -13.73 -309.70

18 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 20.94 83.33 134.14 19.28 FLOOD 2-a190.00 1.85 134.14 19.28 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -9.61 -309.70

19 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 21.73 83.33 139.16 20.00 FLOOD 2-a190.00 1.91 139.16 20.00 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -13.86 -309.70

20 4446.61 500.0 40.0 0.0 0.0 ST355 0.450 1.000 100

4275.48 20.93 83.33 144.19 20.72 FLOOD 2-a190.00 1.84 144.19 20.72 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -18.54 -309.76

21 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 23.92 83.33 153.24 22.02 FLOOD 2-a190.00 2.11 153.24 22.02 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -26.96 -309.70

22 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 24.71 83.33 158.27 22.75 FLOOD 2-a190.00 2.18 158.27 22.75 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 c -31.64 -309.70

23 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 25.49 83.33 163.30 23.47 FLOOD 2-a190.00 2.25 163.30 23.47 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 a -36.65 -309.70

24 4510.96 500.0 40.0 0.0 0.0 ST355 0.500 1.000 100

4337.28 26.28 83.33 168.32 24.19 FLOOD 2-a190.00 2.32 168.32 24.19 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 a -43.02 -309.70

Takanori Ito Page 47

Page 48: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

2 - Costado Interno

25 4451.42 500.0 40.0 0.0 0.0 ST355 0.454 1.000 100

4280.09 25.31 83.33 173.35 24.91 FLOOD 2-a190.00 2.23 173.35 24.91 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.00 a -49.39 -309.76

Takanori Ito Page 48

Page 49: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

3 - Panel 4

1 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -54.58 -277.40

2 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -54.58 -277.40

3 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -54.58 -277.40

4 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -54.58 -277.40

Takanori Ito Page 49

Page 50: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

4 - Panel 5

1 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -60.95 -277.40

2 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -67.32 -277.40

3 1079.10 250.0 40.0 0.0 0.0 ST315 0.500 1.000 100

1053.17 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -73.69 -277.40

4 1113.89 250.0 40.0 0.0 0.0 ST315 0.704 1.000 100

1086.87 0.0097.50 0.00

0.00 0.00 0.00 0.00 - 0.50 a -80.06 -276.74

Takanori Ito Page 50

Page 51: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

5 - Fundo Duplo

1 1057.22 250.0 40.0 0.0 0.0 ST315 0.800 1.000 100

1008.55 30.94 76.92 99.51 54.17 BAL 1-d+95.00 2.73 99.51 54.17 BAL 1-d+

289.05 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.74

2 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 31.20 76.92 99.51 52.83 BAL 1-d+95.00 2.75 99.51 52.83 BAL 1-d+

288.48 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.65

3 1057.22 250.0 40.0 0.0 0.0 ST315 0.800 1.000 100

1008.55 30.00 76.92 99.51 49.99 BAL 1-d+95.00 2.64 99.51 49.99 BAL 1-d+

289.05 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.74

4 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 30.24 76.92 99.51 48.65 BAL 1-d+95.00 2.66 99.51 48.65 BAL 1-d+

288.48 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.65

5 1057.22 250.0 40.0 0.0 0.0 ST315 0.800 1.000 100

1008.55 29.05 76.92 99.51 45.80 BAL 1-d+95.00 2.56 99.51 45.80 BAL 1-d+

289.05 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.74

6 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 29.28 76.92 99.51 44.46 BAL 1-d+95.00 2.58 99.51 44.46 BAL 1-d+

288.48 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.65

7 1046.29 250.0 40.0 0.0 0.0 ST315 0.713 1.000 100

998.24 26.93 76.92 99.51 41.95 BAL 1-d+95.00 2.37 99.51 41.95 BAL 1-d+

290.05 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.92

8 1057.22 250.0 40.0 0.0 0.0 ST315 0.800 1.000 100

1008.55 27.57 76.92 99.51 39.22 BAL 1-d+95.00 2.43 99.51 39.22 BAL 1-d+

289.05 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.74

Takanori Ito Page 51

Page 52: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

5 - Fundo Duplo

9 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 27.77 76.92 99.51 37.88 BAL 1-d+95.00 2.45 99.51 37.88 BAL 1-d+

288.48 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.65

10 1057.22 250.0 40.0 0.0 0.0 ST315 0.800 1.000 100

1008.55 26.63 76.92 99.51 35.04 BAL 1-d+95.00 2.35 99.51 35.04 BAL 1-d+

289.05 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.74

11 1062.67 250.0 40.0 0.0 0.0 ST315 0.850 1.000 100

1013.69 26.80 76.92 99.51 33.70 BAL 1-d+95.00 2.36 99.51 33.70 BAL 1-d+

288.48 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -274.65

Takanori Ito Page 52

Page 53: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

6 - Panel 7

Takanori Ito Page 53

Page 54: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

7 - Panel 8

Takanori Ito Page 54

Page 55: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

8 - Panel 9

Takanori Ito Page 55

Page 56: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

9 - Panel 10

Takanori Ito Page 56

Page 57: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

10 - Panel 11

Takanori Ito Page 57

Page 58: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

11 - Panel 12

Takanori Ito Page 58

Page 59: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

12 - Panel 13

Takanori Ito Page 59

Page 60: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

13 - Panel 14

1 3855.43 500.0 50.0 0.0 0.0 ST355 0.800 1.000 100

3682.39 0.00240.00 0.00

0.00 0.00 0.00 0.00 - 1.00 a -54.58 -296.10

2 3877.64 500.0 50.0 0.0 0.0 ST355 0.838 1.000 100

3703.65 0.00240.00 0.00

0.00 0.00 0.00 0.00 - 1.00 a -54.58 -295.93

Takanori Ito Page 60

Page 61: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

14 - Panel 15

1 25943.30 500.0 500.0 0.0 0.0 ST355 0.800 1.000 100

25608.29 0.002490.00 0.00

0.00 0.00 0.00 0.00 - 1.00 c -23.12 -315.86

2 26130.71 500.0 500.0 0.0 0.0 ST355 0.838 1.000 100

25788.35 0.002490.00 0.00

0.00 0.00 0.00 0.00 - 1.00 c -22.72 -315.86

Takanori Ito Page 61

Page 62: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

15 - Panel 16

1 25943.30 500.0 500.0 0.0 0.0 ST355 0.800 1.000 100

25608.29 0.002490.00 0.00

0.00 0.00 0.00 0.00 - 1.00 c -22.80 -315.86

2 26130.71 500.0 500.0 0.0 0.0 ST355 0.838 1.000 100

25788.35 0.002490.00 0.00

0.00 0.00 0.00 0.00 - 1.00 c -22.40 -315.86

Takanori Ito Page 62

Page 63: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

16 - Panel 17

1 25943.30 500.0 500.0 0.0 0.0 ST355 0.800 1.000 100

25617.42 17.92 83.33 89.69 12.89 FLOOD 2-a2487.50 1.58 89.69 12.89 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.25 a -54.72 -315.86

2 26130.71 500.0 500.0 0.0 0.0 ST355 0.838 1.000 100

25798.28 18.18 83.33 89.69 12.89 FLOOD 2-a2487.50 1.60 89.69 12.89 FLOOD 2-a

0.00 0.00 0.00 0.00 - 1.25 a -54.72 -315.86

Takanori Ito Page 63

Page 64: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

17 - Panel 18

1 3855.43 500.0 50.0 0.0 0.0 ST355 0.800 1.000 100

3639.32 0.00237.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -90.49 -295.64

2 3877.64 500.0 50.0 0.0 0.0 ST355 0.838 1.000 100

3660.34 0.00237.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -90.49 -295.46

Takanori Ito Page 64

Page 65: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

18 - Panel 19

1 4037.46 500.0 50.0 0.0 0.0 ST355 0.800 1.000 100

3816.84 0.00237.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -126.29 -296.95

2 4058.32 500.0 50.0 0.0 0.0 ST355 0.838 1.000 100

3836.44 0.00237.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -126.29 -296.95

Takanori Ito Page 65

Page 66: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

19 - Panel 19

1 1106.28 250.0 40.0 0.0 0.0 ST355 0.650 1.000 100

1072.89 26.62 83.33 99.51 56.85 BAL 1-d+97.50 2.35 99.51 56.85 BAL 1-d+

302.28 96.93 99.51 7.04 BAL 1-b 0.50 a -91.63 -311.31

2 1079.10 250.0 40.0 0.0 0.0 ST355 0.500 1.000 100

1046.48 22.89 83.33 99.51 57.69 BAL 1-d+97.50 2.02 99.51 57.69 BAL 1-d+

302.02 96.93 99.51 7.04 BAL 1-b 0.50 a -91.63 -311.96

3 1079.10 250.0 40.0 0.0 0.0 ST355 0.500 1.000 100

1046.48 23.02 83.33 99.51 58.53 BAL 1-d+97.50 2.03 99.51 58.53 BAL 1-d+

302.02 96.93 99.51 7.04 BAL 1-b 0.50 a -91.63 -311.96

4 1036.35 250.0 40.0 0.0 0.0 ST355 0.350 1.000 100

1004.84 17.83 83.33 99.51 59.36 BAL 1-d+97.50 1.57 99.51 59.36 BAL 1-d+

301.58 96.93 99.51 7.04 BAL 1-b 0.50 a -91.63 -312.80

5 3023.07 500.0 40.0 0.0 0.0 ST355 0.550 1.000 100

2861.34 24.86 83.33 99.51 60.70 BAL 1-d+190.00 2.19 99.51 60.70 BAL 1-d+

304.02 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -286.01

6 2944.88 500.0 40.0 0.0 0.0 ST355 0.459 1.000 100

2787.64 22.16 83.33 99.51 61.54 BAL 1-d+190.00 1.95 99.51 61.54 BAL 1-d+

303.86 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -286.01

Takanori Ito Page 66

Page 67: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

20 - Panel 20

1 1079.10 250.0 40.0 0.0 0.0 ST355 0.500 1.000 100

1049.83 28.49 83.33 182.47 26.22 FLOOD 2-a97.50 2.51 182.47 26.22 FLOOD 2-a

0.00 0.00 0.00 0.00 - 0.50 a -60.95 -312.05

2 1079.10 250.0 40.0 0.0 0.0 ST355 0.500 1.000 100

1049.83 29.27 83.33 187.50 26.95 FLOOD 2-a97.50 2.58 187.50 26.95 FLOOD 2-a

0.00 0.00 0.00 0.00 - 0.50 a -67.32 -312.05

3 1079.10 250.0 40.0 0.0 0.0 ST355 0.500 1.000 100

1049.83 30.06 83.33 192.53 27.67 FLOOD 2-a97.50 2.65 192.53 27.67 FLOOD 2-a

0.00 0.00 0.00 0.00 - 0.50 a -73.69 -312.05

4 1113.89 250.0 40.0 0.0 0.0 ST355 0.704 1.000 100

1083.57 37.52 83.33 197.56 28.39 FLOOD 2-a97.50 3.31 197.56 28.39 FLOOD 2-a

0.00 0.00 0.00 0.00 - 0.50 a -80.06 -311.21

Takanori Ito Page 67

Page 68: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

21 - Panel 22

1 2734.09 400.0 50.0 0.0 0.0 ST355 0.860 1.000 100

2580.69 0.00190.00 0.00

0.00 0.00 0.00 0.00 - 1.25 a -153.96 -303.95

Takanori Ito Page 68

Page 69: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

22 - Panel 33

Takanori Ito Page 69

Page 70: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

23 - Panel 34

Takanori Ito Page 70

Page 71: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

24 - Panel 35

Takanori Ito Page 71

Page 72: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

25 - Panel 36

Takanori Ito Page 72

Page 73: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

26 - Panel 37

1 1102.43 250.0 40.0 0.0 0.0 ST355 0.625 1.000 100

1052.57 36.65 116.92 150.83 42.18 SEA-a195.00 2.76 150.83 42.18 SEA-a1

301.77 123.68 150.83 42.18 SEA-a1 1.00 a -116.92 -311.46

Takanori Ito Page 73

Page 74: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

27 - Panel 38

1 1102.43 250.0 40.0 0.0 0.0 ST355 0.625 1.000 100

1052.57 21.27 83.33 99.51 31.14 BAL 1-d+95.00 1.87 99.51 31.14 BAL 1-d+

326.99 96.93 99.51 7.04 BAL 1-b 1.00 a -91.63 -311.46

Takanori Ito Page 74

Page 75: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

28 - Panel 38

1 2734.09 400.0 50.0 0.0 0.0 ST355 0.860 1.000 100

2672.50 16.74 159.33 0.00 52.73 SEA-a1196.00 0.99 0.00 52.73 SEA-c+

331.39 165.04 0.00 52.73 SEA-a1 0.50 a -153.96 -304.70

Takanori Ito Page 75

Page 76: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

29 - Panel 39

1 4037.46 500.0 50.0 0.0 0.0 ST355 0.800 1.000 100

3816.84 15.20 120.83 10.00 52.73 SEA-c+237.50 1.12 10.00 52.73 SEA-c+

304.53 177.18 10.00 15.75 SEA-a1 1.25 a -165.29 -296.95

2 4058.32 500.0 50.0 0.0 0.0 ST355 0.838 1.000 100

3836.44 15.38 120.43 10.00 52.73 SEA-c+237.50 1.14 10.00 52.73 SEA-c+

304.56 177.18 10.00 15.75 SEA-a1 1.25 a -165.29 -296.95

Takanori Ito Page 76

Page 77: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

30 - Panel 40

1 0.00 1000.0 50.0 500.0 50.0 ST355 0.000 1.000 100

0.00 0.000.00 0.00

0.00 0.00 0.00 0.00 - 1.25

Takanori Ito Page 77

Page 78: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

31 - Panel 41

1 2685.53 400.0 50.0 0.0 0.0 ST355 0.723 1.000 100

2535.25 0.00190.00 0.00

0.00 0.00 0.00 0.00 - 1.25 a -136.14 -303.95

Takanori Ito Page 78

Page 79: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

32 - Panel 42

1 2685.53 400.0 50.0 0.0 0.0 ST355 0.723 1.000 100

2625.20 14.09 140.89 0.00 52.73 SEA-a1196.00 0.93 0.00 52.73 SEA-c+

332.33 145.94 0.00 52.73 SEA-a1 0.50 a -136.14 -304.70

Takanori Ito Page 79

Page 80: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Local Rule Requirements - Stiffener

N° WGActu. H1 E1 H2 E2 Mat Spac Span Bend.Eff.

WNetActu. WNetRule SigX1 ps pw CaseANetActu. ANetRule ps pw Case

SigU SigX1 ps pw CaseCAdd DFatActu. DFatRule Case sigApBu sigCritBu

33 - Panel 43

1 4037.46 500.0 50.0 0.0 0.0 ST355 0.800 1.000 100

3816.84 0.00237.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -144.11 -296.95

2 4058.32 500.0 50.0 0.0 0.0 ST355 0.838 1.000 100

3836.44 0.00237.50 0.00

0.00 0.00 0.00 0.00 - 1.25 a -144.11 -296.95

Takanori Ito Page 80

Page 81: mArs exemplu

BV RULES - Mars Rule 2000 v2.0oSection : SEC 18-22File : d:\ufrj 2009 1\projeto 3\relat2\projectmodels\post panamax.ma2

Ship : Post Panamaxx = 170.1 m19/12/2009

Motions and Accelerations

Coordinates of center of gravity

Comp XG YG ZG

n° (m) (m) (m)

1 142.320 0.000 0.9932 142.320 20.116 8.049

Acceleration

Upright ship condition Inclined ship conditionComp Draught aX1 aY1 aZ1 aX2 aY2 aZ2

n° (m) (m/s2) (m/s2) (m/s2) (m/s2) (m/s2) (m/s2)

1 11.000 Ballast 0.716 0.000 2.350 0.000 2.393 0.9852 11.000 Ballast 0.864 0.000 2.350 0.000 3.348 3.439

Acceleration case c and d (including CFA)

Inclined ship condition (case c) Inclined ship condition (case d)Comp Draught aX1 aY1 aZ1 aX2 aY2 aZ2

n° (m) (m/s2) (m/s2) (m/s2) (m/s2) (m/s2) (m/s2)

1 11.000 Ballast 0.000 1.675 0.689 0.000 2.393 0.9852 11.000 Ballast 0.000 2.344 2.407 0.000 3.348 3.439

Total Acceleration

Case c Case dComp Draught aTY aTZ Φ aTY aTZ Φ

n° (m) (m/s2) (m/s2) (rad) (m/s2) (m/s2) (rad)

1 11.000 Ballast (+) 1.172 -10.293 -0.113 1.675 -10.499 -0.158(-) -1.172 -9.327 0.125 -1.675 -9.121 0.182

2 11.000 Ballast (+) 1.640 -11.495 -0.142 2.344 -12.217 -0.190(-) -1.640 -8.125 0.199 -2.344 -7.403 0.307

Highest points in the direction of total acceleration

Case c Case dComp Draught YH ZH YH ZH

n° (m) (m) (m) (m) (m)

1 11.000 Ballast (+) -16.425 1.985 -16.425 1.985(-) 16.425 1.985 16.425 1.985

2 11.000 Ballast (+) 18.925 13.620 18.925 13.620(-) 21.400 13.620 21.400 13.620

Takanori Ito Page 81