CALCULO DE PORTICO - SES

RIGIDECES: R

0.15 0.21 0.15COEFICIENTES DE REPARTICION: C

0.42 0.58

D C EDC CD CE EC EF

0.42 0.58 0.58 0.4264960.62992 -64960.629921

C -27066.93 -37893.70 -18946.85E 24473.02 48946.03 34961.45C -10197.09 -14275.93 -7137.96E 2081.91 4163.81 2974.15C -867.46 -1214.45 -607.22E 177.11 354.21 253.01C -73.79 -103.31 -51.66E 15.07 30.13 21.52C -6.28 -8.79 -4.39E 1.28 2.56 1.83C -0.53 -0.75 -0.37E 0.11 0.22 0.16C -0.05 -0.06 -0.03E 0.01 0.02 0.01C 0.00 -0.01 0.00E 0.00 0.00 0.00C 0.00 0.00 0.00E 0.00 0.00 0.00

Momentos 0.00 -38212.14 38212.14 -38212.14 38212.14DC CD CE EC EF

ESFUERZO SOBRE COLUMNA

RCD RCE REF

CCD CCE

SC

C

D

C'

LH

Pmáx= 6,600 Lbs

-10,564.5 psi

ESFUERZO SOBRE MARCO Sv14,086.1 psi

EVALUACION RESISTENCIA

RESISTENCIA EVALUACION

psiH40 39,742 SI RESISTEJ55 54,929 SI RESISTEK55 54,929 SI RESISTEN80 79,768 SI RESISTE

CLASE TUBBING

OD IDpulgada pulgada

4.5 2.98

H P I columnaPULGADA PULGADA LIBRA PULGADA ^4

79 110 6600 16.2765771509

SI RESISTE

FFE

0.00FE

L

E

F

I marcoPULGADA ^4

16.2765771509

CALCULO DE PORTICO - SES

RIGIDECES: R

0.04 0.06 0.04COEFICIENTES DE REPARTICION: C

0.42 0.58

D C EDC CD CE EC EF

0.42 0.58 0.58 0.4264960.62992 -64960.629921

C -27066.93 -37893.70 -18946.85E 24473.02 48946.03 34961.45C -10197.09 -14275.93 -7137.96E 2081.91 4163.81 2974.15C -867.46 -1214.45 -607.22E 177.11 354.21 253.01C -73.79 -103.31 -51.66E 15.07 30.13 21.52C -6.28 -8.79 -4.39E 1.28 2.56 1.83C -0.53 -0.75 -0.37E 0.11 0.22 0.16C -0.05 -0.06 -0.03E 0.01 0.02 0.01C 0.00 -0.01 0.00E 0.00 0.00 0.00C 0.00 0.00 0.00E 0.00 0.00 0.00

Momentos 0.00 -38212.14 38212.14 -38212.14 38212.14DC CD CE EC EF

ESFUERZO SOBRE COLUMNA

RCD RCE REF

CCD CCE

SC

C

D

C'

LH

Pmáx= 6,600 Lbs

-37,732.6 psi

ESFUERZO SOBRE MARCO Sv50,310.1 psi

EVALUACION RESISTENCIA

RESISTENCIA EVALUACION

psiH40 39,742 NO RESISTEJ55 54,929 NO RESISTEK55 54,929 NO RESISTEN80 79,768 SI RESISTE

CLASE TUBBING

OD IDpulgada pulgada

3.5 2.75

H P I columnaPULGADA PULGADA LIBRA PULGADA ^4

79 110 6600 4.55719114855

FFE

0.00FE

L

E

F

I marcoPULGADA ^4

4.55719114855

ESQUEMA DE MARCO

Casing and tubing pipes are supplied in plain-end condition, according to API 5 CT standard.

OD Thickness Weight Test pressure in kg/cm²inch mm mm inch kg/m lb/ft H401.05 26.7 2.87 0.113 1.68 1.13 211

1.315 33.4 3.38 0.133 2.49 1.68 2111.66 42.2 3.18 0.125 3.05 2.05 2111.66 42.2 3.56 0.14 3.37 2.27 2111.9 48.3 3.18 0.125 3.53 2.37 2111.9 48.3 3.68 0.145 4.07 2.72 211

2.3/8 60.3 4.24 0.167 5.86 3.94 2112.3/8 60.3 4.83 0.19 6.57 4.43 2112.3/8 60.3 6.45 0.254 8.55 5.75 2112.7/8 73 5.51 0.217 9.16 6.16 2113.1/2 88.9 5.49 0.216 11.27 7.58 2113.1/2 88.9 6.45 0.254 13.1 8.81 2113.1/2 88.9 7.34 0.289 14.74 9.91 211

3.1/2 88.9 9.52 0.375 18.62 12.52 -4 101.6 5.74 0.226 14.13 9.5 2114 101.6 6.65 0.262 16.36 11 211

4.1/2 114.3 6.88 0.271 18.74 12.6 211

API 5 CT standard prescribes the mechanical properties and chemical composition for each steel grade as follows:

API 5 CT Mechanical properties Chemical composition

GRADE Tensile strength Yield point P Smin min min min max max

kgf/mm² N/mm² kgf/mm² N/mm² % %H - 40 42.2 414 0.04 0.06

J - 55 52.7 517 0.04 0.06

K - 55 66.8 655 0.04 0.06

N - 80 70.2 689 0.04 0.06

28.1 ¸ 56.2 276 ¸ 552

38.7 ¸ 56.2 379 ¸ 552

38.7 ¸ 56.2 379 ¸ 552

56.2 ¸ 77.2 552 ¸ 758

Casing and tubing pipes are supplied in plain-end condition, according to API 5 CT standard.

Test pressure in kg/cm²J55 K55 N80211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211211 - 211

- - 211211 - 211211 - 211211 - 211

API 5 CT standard prescribes the mechanical properties and chemical composition for each steel grade as follows:

1419.352 39,742

1419.352 54,929

1419.352 54,929

1419.352 79,768