mars exemplu
DESCRIPTION
Mars Rule 2000TRANSCRIPT
MARS2000
Post Panamax
User : takanoriOrganisation : itoLogin : Takanori Ito
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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