Hoja de Calculo D.R.P.
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Transcript of Hoja de Calculo D.R.P.
![Page 1: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/1.jpg)
Calcu
lo p
or d
imensio
nes in
terio
res
CU
ER
PO
CIL
IND
RIC
O
Datos Valor Unidades Datos Valor UnidadesP 275 lb/plg2 P 275 lb/plg2S 17500 lb/plg2 S 17500 lb/plg2E 1 E 1R 66 plg R 66 plgD 132 plg D 132 plg
C.A. 0.125 plg C.A. 0.125
t 1.047 plg t 0.64 plg
tcom. 1 1/4 plg tcom 0.64 plg
Pmax 307.485319 lb/plg2 Pmax 341.05852 plg
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ES
FER
A Y
CA
BEZ
A H
EM
ISFER
ICO
CA
BEZ
AL E
LIP
SO
IDA
L 2
:1
CO
NO
Y S
EC
CIO
N C
ON
ICA
CA
BEZ
A A
SM
E B
RID
AD
A Y
ALA
BEA
DA
Calcu
lo p
or d
imensio
nes e
xte
riore
s
CU
ER
PO
CIL
IND
RIC
O
ES
FER
A Y
CA
BEZ
A H
EM
ISFER
ICO
CA
BEZ
AL E
LIP
SO
IDA
L 2
:1
![Page 3: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/3.jpg)
Calcu
lo p
or d
imensio
nes e
xte
riore
s
![Page 4: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/4.jpg)
CO
NO
Y S
EC
CIO
N C
ON
ICA
CA
BEZ
A A
SM
E B
RID
AD
A Y
ALA
BEA
DA
![Page 5: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/5.jpg)
PA
RA
HA
LLA
R A
FA
CTO
R B
FA
CTO
R B
FA
CTO
R B
FA
CTO
R B
FA
CTO
R B
Calcu
lo p
or P
resio
n e
xte
rna
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CA
SC
OC
ILIN
DR
ICO
Calcu
lo d
e a
nillo
s atie
sad
ore
s
ES
FER
A Y
CA
BEZ
A
HEM
ISFER
ICA
CA
BEZ
A E
LIP
SO
IDA
L
Y C
AB
EZ
A A
SM
E
BR
IDA
DA
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Condiciones de diseño:Fluido: mezcla de hidrocarburos.Equipo: Tambor de condensación oleofinasMaterial: SA 516 70NS admi: 20000 (Esfuerzo admisible)
P. I. O.: 185.7 Psi (Presión interna de operación)
C. A.: 0.125 in (Tolerancia a la corrosión)
ε= 29700000 Psi (Módulo de Elasticidad)
P. I. D: 275 Psi (Presión interna de diseño)
E = 100% (Eficiencia de soldadura)Factor de seguridad: 30%
MARCA No. REQ. TAMAÑO 5CH. NoW 1 2" 160V 1 2" 160PS 1 18" STDPV 4 4" 40PA 1 24" 20P 1 3" 160
L1-4 4 2" 160B 1 10" 80A 1 8" 60
M1-2 2 24" 30
BOQUILLAS SIN PLANCHA DE REFUERZO.
A d tr
1 ( )A t tr d
1 ( ) 2( )A t tr tn t
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2 ( ) 5A tn trn t
2 ( ) 5A tn trn tn
3 2 ( )A h tn CA
4A soldadura
2h H CA
2.5H t
2.5H tn
![Page 9: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/9.jpg)
RANGO TIPO Y CARA SERVICIOS OBSERVACIONES300# WN-RF ALIVIO300# WN-RF VENTEO
GUÍA DE TUBERIAVENTILACIÓN DE FALDÓN
BOCA DE ACCESO300# WN-RF 6´-1[1/4]" PURGA300# WN-RF 6´-1[1/4]" INSTRUMENTO DE NIVEL300# WN-RF 6´-3[1/4]" SALIDA300# WN-RF 6´-3[1/4]" ENTRADA300# WN-RF 6´-5[1/4]" BOCA DE VISITA PESCANTE
d t2 1 0.014 0.014 1.1252 1 0.014 0.014 1.125
18 1 0.125 0.125 1.1254 1 0.028 0.028 1.1254 1 0.028 0.028 1.1254 1 0.028 0.028 1.1254 1 0.028 0.028 1.125
24 1 0.166 0.166 1.1253 1 0.021 0.021 1.125
PROYECCIÓN @ ? REC.
tr tn tnr
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2 1 0.014 0.014 1.1252 1 0.014 0.014 1.1252 1 0.014 0.014 1.1252 1 0.014 0.014 1.125
10 1 0.069 0.069 1.1258 1 0.055 0.055 1.125
24 1 0.166 0.166 1.12524 1 0.166 0.166 1.125
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H(t) CA h2.8125 0.035 0.125 2.090 0.25 0.139 0.144 0.7032.8125 0.035 0.125 2.090 0.25 0.139 0.144 0.7032.8125 0.312 0.125 1.813 2.25 0.250 0.172 0.7032.8125 0.069 0.125 2.056 0.50 0.153 0.148 0.7032.8125 0.069 0.125 2.056 0.50 0.153 0.148 0.7032.8125 0.069 0.125 2.056 0.50 0.153 0.148 0.7032.8125 0.069 0.125 2.056 0.50 0.153 0.148 0.7032.8125 0.416 0.125 1.709 3.00 0.291 0.182 0.7032.8125 0.052 0.125 2.073 0.38 0.146 0.146 0.703
H(tn) A1 tm A1 A2
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2.8125 0.035 0.125 2.090 0.25 0.139 0.144 0.7032.8125 0.035 0.125 2.090 0.25 0.139 0.144 0.7032.8125 0.035 0.125 2.090 0.25 0.139 0.144 0.7032.8125 0.035 0.125 2.090 0.25 0.139 0.144 0.7032.8125 0.173 0.125 1.952 1.25 0.194 0.158 0.7032.8125 0.139 0.125 1.986 1.00 0.180 0.154 0.7032.8125 0.416 0.125 1.709 3.00 0.291 0.182 0.7032.8125 0.416 0.125 1.709 3.00 0.291 0.182 0.703
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Calcu
lo p
or b
oq
uilla
s
1.228 0.4651.228 0.4651.055 0.0011.207 0.4001.207 0.4001.207 0.4001.207 0.4000.990 0.1411.218 0.432
A2 A3
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1.228 0.465
Calcu
lo p
or b
oq
uilla
s
1.228 0.4651.228 0.4651.228 0.4651.142 0.2171.163 0.2760.990 0.1410.990 0.141
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Tab
las p
ara
calc
ulo
por v
ien
to
Datos Valor UnidadesAltura 60-100 ### pies
Ce C ### plgCq Torres redondas o elipticas ### plg
V(m.p.h) 90 ### plgD 132 plg
Htotal 82 piesHcuerpo 51 piesHfaldon 28 pies
Elast. 27000000 lb/plg2C.A. 0.125 plg
S 17500 lb/plg2Esold. 1 lb/plg2
Pviento 26.88 lb/pie2
Vviento 24245.76 Adim.
Mv 1236533.76 lb-pie
Mt 673559.04 lb-pie
tviento 0.0337676896352056 plg
Datos Valor UnidadesIviento 30483.357696 plg4
∆Deflexion torre 3.50836317521129 plg
cumple con la normaEvaluacion de la deflexion
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1
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Calcu
lo p
or a
cciones d
el v
iento
Pre
sen
tacio
n g
rafi
ca d
el V
vie
nto
![Page 18: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/18.jpg)
Calcu
lo p
or a
cciones d
el v
iento
![Page 19: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/19.jpg)
Calcu
lo p
or a
cciones d
el v
iento
![Page 20: Hoja de Calculo D.R.P.](https://reader035.fdocuments.ec/reader035/viewer/2022081413/5481fe04b4af9f557d8b4598/html5/thumbnails/20.jpg)
Calcu
lo p
or sism
o
Mf cargas excentricas 679690111 lb/plg2
Datos Valor UnidadesMt 673559.04 lb-pie
tfaldon 0.205620897 plg
0.03376769
0.046853208
Mom
en
to C
arg
as e
xcen
tricas y
esp
esor d
el fa
ldon
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Calcu
lo d
e e
sfuerzo
s