Calculador BLivre - Arqueação, Etc
Calculador BLivre - Arqueação, Etc
Calculador BLivre - Arqueação, Etc
Projeto :
Cliente :
Estaleiro :
Comprimento Total
Ct
24.00 m
Comprimento de Regra
22.57 m
Lpp
23.25 m
Pontal Moldado
1.80 m
Calado de projeto
1.35 m
Calado Mximo
Hmax
1.66 m
Boca Moldada
9.40 m
12.00 m
Densidade da gua
SM
1.025 t/m3
101.40 t
Porte Bruto
DWT
0.00 t
OD
m3
AD
m3
Arqueao Bruta
AB
Arqueao Lquida
AL
Volum Desloc
Calado
e
.
LCB
VCB
TCI
LCF
MT1
(m)
(m )
(t)
(m)
(m)
(t/cm)
(m)
(t.m/cm
)
1.00
1.05
1.10
1.15
1.20
1.25
1.30
1.35
1.40
1.45
1.50
1.55
1.60
1.65
1.70
1.75
1.80
124.55
131.25
138.00
144.78
151.61
158.48
165.40
172.36
179.36
186.40
193.47
200.56
207.68
214.81
221.96
229.13
236.81
129.10
136.00
142.95
149.94
156.98
164.06
171.18
178.35
185.56
192.82
200.10
207.40
214.72
222.06
229.42
236.81
244.21
-0.116
-0.120
-0.124
-0.128
-0.132
-0.136
-0.140
-0.144
-0.147
-0.151
-0.153
-0.154
-0.154
-0.152
-0.150
-0.147
-0.143
0.511
0.537
0.563
0.590
0.616
0.642
0.669
0.695
0.722
0.748
0.775
0.801
0.827
0.854
0.880
0.907
0.933
1.38
1.39
1.39
1.40
1.41
1.42
1.43
1.44
1.45
1.45
1.46
1.46
1.47
1.47
1.47
1.48
1.48
-0.199
-0.204
-0.209
-0.213
-0.218
-0.223
-0.228
-0.234
-0.239
-0.231
-0.198
-0.165
-0.132
-0.099
-0.066
-0.033
0.000
2.48
2.53
2.58
2.63
2.68
2.74
2.79
2.85
2.90
2.95
2.98
3.01
3.04
3.07
3.10
3.13
3.16
TTICAS
KML
KMT
(m)
(m)
44.620
43.220
41.950
40.800
39.760
38.800
37.920
37.110
36.370
35.570
34.610
33.720
32.890
32.110
31.390
30.710
30.070
12.087
11.567
11.097
10.670
10.422
10.060
9.728
9.422
9.140
8.991
8.731
8.490
8.266
8.059
7.866
7.685
7.517
1.128755
Deslo
c.
(t)
129.10
136.00
142.95
149.94
156.98
164.06
171.18
178.35
185.56
192.82
200.10
207.40
214.72
222.06
229.42
236.81
244.21
10
15
20
25
30
1.090
1.046
1.005
0.969
0.935
0.905
0.876
0.850
0.827
0.794
0.743
0.670
0.564
0.444
0.331
0.225
0.110
2.158
2.064
1.966
1.863
1.754
1.637
1.511
1.370
1.213
1.059
0.915
0.781
0.655
0.537
0.425
0.312
0.190
2.857
2.677
2.477
2.260
2.035
1.824
1.632
1.454
1.289
1.137
0.995
0.863
0.740
0.623
0.507
0.390
0.269
3.054
2.797
2.546
2.309
2.087
1.880
1.690
1.516
1.355
1.206
1.068
0.940
0.817
0.698
0.581
0.465
0.346
3.042
2.788
2.550
2.327
2.117
1.921
1.737
1.568
1.411
1.267
1.133
1.006
0.882
0.764
0.648
0.535
0.421
2.998
2.756
2.530
2.321
2.125
1.943
1.772
1.611
1.461
1.320
1.186
1.059
0.938
0.822
0.709
0.600
0.492
Calad
o
(m)
1.00
1.05
1.10
1.15
1.20
1.25
1.30
1.35
1.40
1.45
1.50
1.55
1.60
1.65
1.70
1.75
1.80
Deslo
c.
(t)
129.10
136.00
142.95
149.94
156.98
164.06
171.18
178.35
185.56
192.82
200.10
207.40
214.72
222.06
229.42
236.81
244.21
35
2.929
2.700
2.489
2.294
2.113
1.945
1.788
1.639
1.497
1.359
1.227
1.103
0.985
0.873
0.765
0.661
0.559
DE ESTABILIDADE
40
45
50
55
60
2.837
2.624
2.429
2.249
2.083
1.930
1.786
1.647
1.513
1.383
1.258
1.137
1.024
0.916
0.814
0.717
0.622
2.724
2.527
2.348
2.185
2.036
1.898
1.764
1.636
1.512
1.392
1.275
1.162
1.055
0.953
0.857
0.767
0.681
2.589
2.411
2.251
2.106
1.973
1.847
1.725
1.608
1.495
1.386
1.280
1.177
1.077
0.982
0.894
0.811
0.734
2.436
2.277
2.136
2.010
1.892
1.779
1.670
1.566
1.465
1.367
1.273
1.181
1.091
1.004
0.924
0.849
0.782
2.264
2.126
2.006
1.898
1.794
1.696
1.601
1.510
1.422
1.336
1.254
1.174
1.096
1.020
0.947
0.881
0.823
D
A
D
O
S
D
E
E
N
T
R
A
D
A
Comprimento total
Comprimento de regra
Comprimento entre perpendiculares
Comprimento de arqueao
Pontal moldado
Boca moldada
Contorno
Calado moldado (verificar n02 - 7-2)
Volume at convs principal
Volume de cargas
Ct =
L=
Lpp =
Ca =
P=
B=
Co =
H=
V1 =
Vc =
N1 =
N2 =
B + Co
Volume total
C
L
C
U
L
O
S
Arqueao Bruta
Arqueao Lquida
M=
V=
K1 =
24.00
22.57
23.25
24.00
1.80
9.40
16.60
1.61
236.81
0.00
0.00
0.00
26.00
25.92
236.81
AB =
K2 =
N1 + N2 =
(4H / 3P)2 =
Teste lgico
K2 * Vc * ((4H / 3P)2) =
Teste lgico
0.30 * AB =
AL =
Teste lgico
0.3075
72.81
0.22
0.00
1.43
1.00
0.00
18.20
21.84
18.20
21.84
=
=
72.81
21.84
230
240
0.3072
0.3076
K1 = 0.3075
20
30
0.226
0.2295
K2 = 0.2190
25% AB =
18.20313
D
A
D
O
S
D
E
E
N
T
R
A
D
A
L
C
U
L
O
S
Pontal Moldado
P=
Espessura da chapa do trincaniz
e=
Comprimento de regra
L=
Largura da superestrutura 1
b1 =
Boca da embarcao 1
Bs1 =
Comprimento real da superestrutura 1
S1 =
Largura da superestrutura 2
b2 =
Boca da embarcao 2
Bs2 =
Comprimento real da superestrutura 2
S2 =
Largura da superestrutura 2
b=
Boca da embarcao 2
Bs =
Comprimento real da superestrutura 2
S=
Altura da superestrutura 1
he1 =
Altura da superestrutura 2
he2 =
Altura da superestrutura 3
he3 =
Altura padro da superestrutura
Hn =
Tosamento a L / 2 a r da meia nau
Y AR / 2 =
Tosamento a L / 3 a r da meia nau
Y AR / 3 =
Tosamento a L / 6 a r da meia nau
Y AR / 6 =
Tosamento a meia nau
Y MN =
Tosamento a L / 6 a vante da meia nau
Y AV / 6 =
Tosamento a L / 3 a vante da meia nau
Y AV / 3 =
Tosamento a L / 2 a vante da meia nau
Y AV / 2 =
rea de navegao
Tipo de navegao
Embarcao Tanque ?
( 1 = S ou 2 = N )
1.800
6.350
22.570
6.000
9.400
2.500
1.806
0.129
1.596
0.000
0.000
108.88
0.00
0.00
109.20
109.20
3.080
1.800
0.000
0.000
0.000
0.000
0.000
0.000
0.000
2
A
2
m
mm
m
m
m
m
m
m
m
m
m
m
m
m
m
m
mm
mm
mm
mm
mm
mm
mm
m
m
m
m
mm
mm
mm
mm
mm
35.36 mm
0.109
0.145
1.697
1.662
m
m
m
m
Calado =
Condio 2A
1.122 m
Calado =
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
A=
53.252 m2
h=
2.153 m
D = 145.920 t
q=
3.690
Tang 14 =
0.064
GMr =
0.442 m
Calado =
Condio 3A
1.5 m
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
A=
56.271 m2
h=
2.132 m
D = 127.120 t
q=
4.440
Tang 14 =
0.078
GMr =
0.441 m
Calado =
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
A=
44.505 m2
h=
2.276 m
D = 200.000 t
q=
1.610
Tang 14 =
0.028
GMr =
0.654 m
Calado =
Condio 4A
1.066 m
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
A=
54.511 m2
h=
2.144 m
D = 138.920 t
q=
4.000
Tang 14 =
0.070
GMr =
0.437 m
Calado =
Condio 1
1.066 m
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
Condio 2B
0.987 m
Condio 3B
1.369 m
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
A=
47.586 m2
h=
1.935 m
D = 181.190 t
q=
4.720
Tang 14 =
0.083
GMr =
0.224 m
Calado =
Condio 4B
0.936 m
GMr = (P x A x h)/( x tg )
P=
0.036 t/m2
Lpp =
23.250 m
A=
57.397 m2
h=
2.124 m
D = 120.130 t
q=
4.730
Tang 14 =
0.083
GMr =
0.445 m
A=
56.800 m2
h=
2.131 m
D = 123.850 t
q=
4.580
Tang 14 =
0.080
GMr =
0.443 m
146.16
127.15
19.01
216.48
197.47
2A
Centroide
2.714
H/2
0.561
h
2.153
2B
3A
3B
4A
4B
2.625
3.026
2.619
2.677
2.592
0.494
0.750
0.685
0.533
0.468
2.132
2.276
1.935
2.144
2.124
CAPACIDADES
Tanques de
leo Diesel
Tanque de leo diesel
Tanque de leo diesel
BB
BE
m
0.86
0.86
2.83
2.83
BB
1.01
0.87
2.35
2.58
~ 04 BE
~ 05 BE
1.01
0.13
0.87
0.11
2.07
-0.34
2.58
2.41
08 ~ 08 LC
1.76
1.51
-7.49
3.18
23.33
20.06
-5.18
1.20
5.66
Tanque de
TOTAL
Tanques
Diversos
Tanque de guas servidas
TOTAL
FSM
SM
-5.78
-5.78
TOTAL
gua Doce
Tanque de gua doce
VCG
t.
8.35
8.35
LCG
m
9.71
9.71
3
LC
LCG
VCG
t.
1.00
SM
-5.72
m
5.42
1.00
1.00
Vol. 100% Peso
-5.72
LCG
5.42
VCG
m
1.00
3
FSM
FSM
m3
0.25
t.
0.25
SM
-5.72
m
1.89
0.25
0.25
-5.72
1.89
24.58
21.31
-5.21
1.40
ngulos
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
40.00
50.00
60.00
1
0
0.963
1.907
2.425
2.404
2.238
2.04
1.824
1.593
1.107
0.609
2A
0
0.833
1.594
1.867
1.787
1.659
1.515
1.356
1.186
0.817
0.422
Condies
3A
0
0
0.937
0.553
1.854
0.566
2.36
0.498
2.346
0.426
2.19
0.35
1.999
0.269
1.788
0.183
1.562
0.094
1.083
-0.093
0.592
-0.285
2B
3B
0
0.667
0.912
0.868
0.785
0.696
0.602
0.499
0.388
0.146
-0.111
4A
0
0.879
1.665
1.988
1.965
1.855
1.709
1.536
1.344
0.926
0.498
4B
0
0.992
1.968
2.531
2.533
2.364
2.161
1.936
1.701
1.205
0.694
Braos (metros)
3
2.5
2
1.5
1
0.5
0
0.00 5.00 10.00 15.00 20.00 25.00
30.00 35.00
40.00 45.00 50.00 55.00 60.00
ngulos
(graus)
Braos (metros)
Braos (metros)
1.5
0.5
0
0.00 5.00 10.00 15.00 20.00 25.00
30.00 (graus)
35.00 40.00 45.00 50.00 55.00 60.00
ngulos
Braos (metros)
ngulos (graus)
0.00
45.00
50.00
55.00
60.00
Braos (metros)
0.8
0.6
0.4
0.2
0
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00
-0.2
ngulos (graus)
Braos (metros)
1.5
0.5
0
0.00 5.00 10.00 15.00 20.00 25.00
30.00 (graus)
35.00 40.00 45.00 50.00 55.00 60.00
ngulos
Braos (metros)