353871587-Calculo-de-Soldadura

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Factor de Cambio lb/ft - Kg/mlineal
2.07
Plano Convexo Concavo
Tamaño de Filete
Peso de Metal Soldado( kg/mtL)
Pulgada Milimetro
 1/ 8 3 0.07 0.08 0.08 0 0.00
 3/16 5 0.15 0.18 0.17 0 0.00
 1/ 4 6 0.27 0.32 0.30 3430.4 916.02
 5/16 8 0.42 0.50 0.48 0 0.00
 3/ 8 10 0.60 0.72 0.69 0 0.00
 7/16 11 0.82 0.98 0.93 0 0.00
 1/ 2 13 1.06 1.28 1.22 0 0.00
 9/16 14 1.35 1.62 1.54 0 0.00
 5/ 8 16 1.66 2.01 1.90 0 0.00
 3/ 4 19 2.40 2.90 2.73 0 0.00
 7/ 8 22 3.27 3.93 3.73 0 0.00
1 25 4.26 5.13 4.89 0 0.00
Longitud de 
Soldadura (mt.)
Total de 
Soldadura 
(Kg)
57.5
517.5
Kg/m Para Bisel en V CP
Espesor Kg/m de Rectangulo Kg/m de Triangulo Kg/m de Refuerzo Longitud de Soldadura mt. Peso Total
9 0.786 4.56 0.57 5.916 3.5 20.7
16 0.393 1.14 0.263 1.796 1.4 2.5
Kg/m Para Bisel en Media V CP
Espesor Kg/m de Rectangulo Kg/m de Triangulo Kg/m de Refuerzo Longitud de Soldadura mt.
16 0.393 0.57 0.263 1.226 45.6 55.9
16 0.393 1.14 0.1 1.633 16 26.1
Total Kg 105.3
Eficiencia de SMAW 65% 142.1
Desperdicio-Apuntalamiento 156.3
Rate Deposicion (Kg/hr) 1.4
Total Horas 112
1725
CELLOCORD P 37 25 16
CELLOCORD AP 80 63 37 25 16 8
CELLOCORD 70 38 25
CELLOCORD P-T 37 25 
CELLOCORD 70 T 38 25
CELLOCORD 70 GT 25
OVERCORD M 116 55 33 23 15
OVERCORD 60 36 24 16
OVERCORD S 48 27 18
FERROCITO 24 21 13.5 9 4.5
FERROCITO 27 20 12 8 4
SUPERCITO 42 28 18 12 6
TENACITO 80 29 19 13
UNIVERS CR 32 22
TENACITO 110 29 19 12.5
TENACITO 65 28 20 13
CITODUR 350 31 20 13 6.5
CITODUR 600 29 19 12 6
CITODUR 600 Mn
CITODUR 1000 21 13.5 9 4.5
CITOMANGAN 28 19 12
TOOLCORD 27
EXADUR 43 18 12
CHAMFERCORD 29 18.5 12
SUPERCORTE 33 22
SUPERCORTE II 19 12
INOX AW 160 98 44 27 18 11.5
INOX AW+CB
INOX BW-ELC 158 99 46 26 18
INOX 309 ELC 47 29 19
INOX 29/9 47 29 20 13
INOX CW 168 108 49 28 19 12
CITOCHROM 134 57 28 19 11
CITORIEL 801 27 18 12
CITOFONTE 60.5 30 21 13
FERROCORD U 66 33 22
CITOBRONCE 36 24 15
CITOBRONCE II 31 24
CITOBRONCE AL 31 24
ALCORD 5-SI 38
Deposition rate
efficiency
Electrode
E 6011 2.4 60-80 75 0.6 61.0
E 6011 3.2 90-130 120 1.0 70.7
E 6011 4.0 130-160 150 1.7 77.0
E 6011 5.0 155-190 180 1.9 73.4
E 6011 6.3 225-260 250 2.5 71.9
E 6012 2.4
E 6012 3.2 110-140 130 1.3 81.8
E 6012 4.0 140-200 165 1.5 78.8
E 6012 5.0 150-280 220 1.8 77.0
E 6012 6.3 300-400 320 2.5 70.0
E 6013 2.4 60-90 85 0.7 73.0
E 6013 3.2 120-135 125 1.0 73.0
E 6013 4.0 145-190 140 1.2 75.6
E 6013 5.0 170-230 180 1.5 73.9
E 6013 6.3 300-340 290 2.8 75.0
E 7018 2.4 70-100 90 0.8 66.3
E 7018 3.2 90-160 120 1.2 71.6
E 7018 4.0 130-220 140 1.4 75.0
E 7018 5.0 200-300 200 2.2 76.4
E 7018 6.3 300-400 300 3.5 78.0
E 7024 3.2 130-180 140 1.9 71.8
E 7024 4.0 180-240 180 2.4 71.3
E 7024 5.0 250-290 245 3.4 69.2
E 7024 6.3 350-400 400 5.7 71.7
ER 70 S-6 0.8 60-140 100 1.2 90.0
ER 70 S-6 1.0 90-200 150 1.9 90.0
ER 70 S-6 1.2 130-300 200 2.5 90.0
E 71T-1 1.6 190-300 250 3.1 87.0
E 71T-11 1.6 160-275 200 1.3 80.0
E 71T-11 2.0 185-300 250 2.0 79.0
E 70T-4 2.4 350-400 375 6.9 84.0
E 70T-4 3.0 450-550 500 6.7 86.0
EL 12 2.4 400-600 450 5.9 98.0
EL 12 3.2 400-700 550 6.6 98.0
EL 12 4.0 500-900 700 8.9 98.0
EL 12 5.0 600-1100 850 11.3 98.0
Diameter 
(mm)
Range 
Amperage
Optimum 
Amperage
Deposition 
Rate (Kg/Hr)
Effficiency 
(%)
CALCULO T-Joint
MATERIAL DE APORTE REQUERIDO
Garganta (a) Cateto (z) Area Volumen Peso SMAW (65%) 
mm mm cm2 cm3 kg/m kg/m
1.4 2.0 0.02 2.0 0.016 0.02
2.0 2.8 0.04 4.0 0.031 0.04
2.1 3.0 0.05 4.5 0.035 0.05
2.8 4.0 0.08 8.0 0.063 0.08
3.0 4.2 0.09 9.0 0.071 0.10
3.5 5.0 0.13 12.5 0.098 0.13
4.0 5.7 0.16 16.0 0.126 0.17
4.2 6.0 0.18 18.0 0.141 0.19
4.9 7.0 0.25 24.5 0.192 0.26
5.0 7.1 0.25 25.0 0.196 0.26
5.7 8.0 0.32 32.0 0.251 0.34
6.0 8.5 0.36 36.0 0.283 0.38
6.4 9.0 0.41 40.5 0.318 0.43
7.0 9.9 0.49 49.0 0.385 0.52
7.1 10.0 0.50 50.0 0.393 0.53
7.8 11.0 0.61 60.5 0.475 0.64
8.0 11.3 0.64 64.0 0.502 0.68
8.5 12.0 0.72 72.0 0.565 0.76
9.0 12.7 0.81 81.0 0.636 0.86
9.2 13.0 0.85 84.5 0.663 0.90
9.9 14.0 0.98 98.0 0.769 1.04
10.0 14.1 1.00 100.0 0.785 1.06
10.6 15.0 1.13 112.5 0.883 1.19
11.0 15.6 1.21 121.0 0.950 1.28
11.3 16.0 1.28 128.0 1.01 1.36
12.0 17.0 1.45 144.5 1.13 1.53
12.7 18.0 1.62 162.0 1.27 1.72
13.0 18.4 1.69 169.0 1.33 1.79
13.4 19.0 1.81 180.5 1.42 1.91
14.0 19.8 1.96 196.0 1.54 2.08
14.1 20.0 2.00 200.0 1.57 2.12
17.7 25.0 3.13 312.5 2.45 3.31
21.2 30.0 4.50 450.0 3.53 4.77
Cantidad de Vigas 128
Longitud De Viga 6.65 mt
Pasadas por Viga 4
Longitud Total de Soldadura 3404.80 mt.
Cateto 12.7 mm.
Kg /mt (SAW 98% effic.) 0.649 mt.
Kg /mt (FCAW 79% effic.) 0.769 mt.
Kg /mt (GMAW 90% effic.) 0.699 mt.
Kg /mt (SMAW 65% effic.) 0.86 mt.
Total de Soldadura 2,209.72 Kg
Fundente 30% 2872.6 Kg
CALCULO T-Joint
MATERIAL DE APORTE REQUERIDO
GMAW (90%) FCAW (79%) SAW (98%)
kg/m kg/m kg/m
0.017 0.019 0.016
0.035 0.038 0.032
0.039 0.043 0.036
0.069 0.076 0.064
0.078 0.085 0.072
0.108 0.119 0.100
0.138 0.152 0.128
0.155 0.171 0.144
0.212 0.233 0.196
0.216 0.237 0.200
0.276 0.304 0.256
0.311 0.342 0.288
0.350 0.385 0.324
0.423 0.465 0.392
0.432 0.475 0.400
0.522 0.575 0.484
0.553 0.608 0.512
0.622 0.684 0.577
0.699 0.769 0.649
0.730 0.803 0.677
0.846 0.931 0.785
0.864 0.950 0.801
0.971 1.069 0.901
1.045 1.149 0.969
1.105 1.216 1.025
1.248 1.373 1.157
1.399 1.539 1.297
1.459 1.605 1.353
1.559 1.714 1.445
1.692 1.862 1.569
1.727 1.900 1.601
2.698 2.968 2.502
3.886 4.274 3.603
CALCULOS DE DEPOSICION EN JUNTAS CON BISEL 
1 2 3 4 5 6 7 8
Kg/m de Rectangulo A(Abertura de Raiz) Kg/m de Triangulo B
G S
1.59 3.18 4.78 6.35 9.53 12.7 5º
3.18 0.039 0.079 0.119 0.158 0.236 0.315 0.003
4.76 0.059 0.118 0.178 0.236 0.354 0.472 0.007
6.35 0.079 0.157 0.237 0.315 0.472 0.629 0.013
7.94 0.098 0.197 0.296 0.393 0.590 0.787 0.022
9.53 0.118 0.236 0.356 0.472 0.708 0.944 0.031
11.11 0.138 0.275 0.414 0.550 0.825 1,101 0.042
12.7 0.157 0.315 0.474 0.629 0.944 1,258 0.055
14.26 0.177 0.354 0.533 0.708 1,062 1,416 0.070
15.88 0.197 0.393 0.592 0.787 1,180 1,573 0.086
17.46 0.216 0.432 0.651 0.865 1,297 1,730 0.104
19.05 0.236 0.472 0.711 0.944 1,415 1,887 0.125
20.64 0.256 0.511 0.770 1,022 1,533 2,045 0.146
22.23 0.275 0.551 0.829 1,101 1,652 2,202 0.170
23.81 0.295 0.590 0.888 1,179 1,769 2,359 0.195
25.4 0.315 0.629 0.948 1,258 1,887 2,516 0.222
28.58 0.354 0.708 1,066 1,416 2,123 2,831 0.280
31.75 0.393 0.786 1,185 1,573 2,359 3,145 0.345
34.93 0.433 0.865 1,303 1,730 2,595 3,460 0.418
38.1 0.472 0.944 1,421 1,887 2,831 3,774 0.497
41.28 0.511 1,022 1,540 2,045 3,067 4,089 0.585
44.45 0.551 1,101 1,658 2,202 3,302 4,403 0.677
47.63 0.590 1,180 1,777 2,359 3,539 4,718 0.778
50.8 0.629 1,258 1,895 2,516 3,774 5,032 0.884
57.15 0.708 1,415 2,132 2,831 4,246 5,661 1,119
63.5 0.787 1,573 2,369 3,145 4,718 6,290 1,381
69.85 0.865 1,730 2,606 3,460 5,190 6,919 1,671
Espesor T 
(mm)
76.2 0.944 1,887 2,843 3,774 5,661 7,548 1,989
1 2 3 4 5 6 7 8
Factor de Eficiencia SMAW (65%) GMAW (90%)
Espesor 6.35
Area de Rectangulo (Abertura de Raiz) 3.18 0.157
Area de Triangulo (Angulo de Bisel Simple) 30º 0.091
Area del Refuerzo de Cara (Face Reinforcemeant) 1.59 0.052
Area del Refuerzo de Raiz (Root Reinforcemeant) 0.00 Err:502
Kg/mt 
Longitud Total a Soldar
Kg/mt Total 
Kg /mt (SAW 98% effic.) 2% 0.03
Kg /mt (FCAW 79% effic.) 21% 0.28
Kg /mt (GMAW 90% effic.) 10% 0.13
Kg /mt (SMAW 65% effic.) 45% 0.59
 Cantidad Total a Usar
Fundente
CALCULOS DE DEPOSICION EN JUNTAS CON BISEL 
9 10 11 12 13 14 15 16
Kg/m de Triangulo B Kg/m Refuerzo C
S C
10º 15º 22,5º 30º 45º 1.59 3.18 4.76
0.007 0.010 0.016 0. 022 0.040
0.016 0.024 0.037 0.052 0.089 0.040
0.028 0.042 0.065 0.091 0.158 0.052
0.043 0.065 0.102 0.143 0.247 0.065 1,315
0.062 0.095 0.147 0.205 0.356 0.079 0.158
0.085 0.129 0.192 0.280 0.484 0.092 0.185
0.112 0.170 0.262 0.365 0.632 0.106 0.210 0.315
0.141 0.214 0.332 0.463 0.671 0.119 0.237 0.356
0.174 0.265 0.409 0.570 0.988 0.131 0.263 0.394
0.211 0.320 0.494 0.690 1,196 0.144 0.290 0.434
0.251 0.381 0.589 0.821 1,423 0.158 0.3150.473
0.295 0.448 0.690 0.964 1,668 0.171 0.342 0.513
0.342 0.519 0.800 1,117 1,934 0.185 0.369 0.552
0.391 0.595 0.919 1,284 2,222 0.198 0.396 0.592
0.446 0.679 1,056 1,460 2,527 0.210 0.421 0.631
0.564 0.859 1,324 1,847 3,198 0.237 0.473 0.710
0.696 1,059 1,635 2,280 3,948 0.263 0.527 0.790
0.844 1,281 1,979 2,757 4,776 0.290 0.579 0.869
1,003 1,522 2,354 3,283 5,686 0.315 0.631 0.948
1,178 1,787 2,763 3,852 6,672 0.342 0.684 1,027
1,366 2,073 3,205 4,467 7,738 0.369 0.737 1,106
1,567 2,379 3,679 5,129 8,883 0.396 0.790 1,184
1,781 2,708 4,186 5,834 10,106 0.421 0.842 1,263
2,256 3,427 5,298 7,385 12,791 0.473 0.948 1,421
2,784 4,232 6,542 9,117 15,792 0.527 1,052 1,579
3,369 5,120 7,916 11,032 19,107 0.579 1,158 1,736
4,010 6,093 9,420 13,129 22,740 0.631 1,263 1,894
9 10 11 12 13 14 15 16
FCAW (79%) SAW (98%)
0.197
0.286
0.065
0.000
0.548
2.4
1.32
1.34
1.59
1.45
1.91
1.34
1.74
CALCULOS DE DEPOSICION EN JUNTAS CON BISEL 
17
Kg/m Refuerzo C
C
6.35
0.725
0.203 0.22555556
0.158 0.17555556
0.601
0.527
0.579
0.631
0.684
0.737
0.789
0.842
0.948
1,052.00
1,156.00
1,263.00
1,369.00
1,473.00
1,579.00
1,684.00
1,894.00
2,106.00 21.66 
2,315.00
2,527.00
17
	T-Joint
	Calc. Junta a tope
	Hoja3
	Rate Efficiency
	T-Joint 2
	Butt Joint