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7/26/2019 Anchor Force Calculation
1/36
ANCHOR FORCE CALCULATIONS
42" WT- 42.25 mm DF-0.5
OPERATRING CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 17.10 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 42.25 mm
CORROSION ALLOWANCE C.A 1.5
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 982.3 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm CMODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 135921.93
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE 85.00 C
CHANGE IN TEMPERATURE T 64.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 27242151.164172 N
2'242.(5 KNHOOP STRESSHOOP STRESS SH 215.8849704142
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 64.7654911243
ST 157.248
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 92.4825088757
92.4825088757
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 308.3674792899
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS
$&E TO THER!AL E+PANS#ONN/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
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7/26/2019 Anchor Force Calculation
3/36
ANCHOR FORCE CALCULATIONS
42" WT- 42.25 mm DF-0.5
CORRODED CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 17.10 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 40.75 mm
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 985.3 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm C
MODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)CROSS!SECTIONAL AREA OF PIPE 131288.23
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE 85.00 C
CHANGE IN TEMPERATURE T 64.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 26522103.534948 N
2*522.(0 KN
HOOP STRESSHOOP STRESS SH 223.8316564417
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 67.1494969325
ST 157.248
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 90.0985030675
90.0985030675
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 313.9301595092
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
4/36
ANCHOR FORCE CALCULATIONS
42" WT- 42.25 mm DF-0.5
H+DROTEST CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
HDROTEST PRESSURE P 25.65 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 42.25 mm
DESIGN FACTOR F 0.9
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 982.3 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm CMODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 135921.93
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM HDROTEST TEMPERATURE 35.00 C
CHANGE IN TEMPERATURE T 14.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 13478492.6777025 N
(,4'.4 KNHOOP STRESSHOOP STRESS SH 323.8274556213
ALLOWABLE HOOP STRESS 436.23126 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 97.1482366864
ST 34.398
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 62.7502366864
62.7502366864
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 261.0772189349
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS
$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
5/36
RE&AR/S
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
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7/26/2019 Anchor Force Calculation
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RE&AR/S
$O CHAN%E #N TH#CKNESS FOR TH#S CASE
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
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RE&AR/S
$O CHAN%E #N TH#CKNESS FOR TH#S CASE
TH#S FACTOR #S 0.9 FOR TH#S CASE ONL"
$O CHAN%E #N TE!PERAT&RE FOR TH#S CASE
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13 AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
9/36
ANCHOR FORCE CALCULATIONS
42" WT- 42.25 mm DF-0.5
&a. pu$$
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 17.10 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 42.25 mm
CORROSION ALLOWANCE C.A 1.5
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 982.3 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm CMODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 135921.93
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE -10.00 C
CHANGE IN TEMPERATURE T -31.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 10352765.3186003 N
-(0,52.'' KNHOOP STRESSHOOP STRESS SH 215.8849704142
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 64.7654911243
ST 76.167
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 140.9324911243
140.9324911243
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 74.9524792899
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS
$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
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7/26/2019 Anchor Force Calculation
11/36
RE&AR/S
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
12/36
7/26/2019 Anchor Force Calculation
13/36
ANCHOR FORCE CALCULATIONS
42" WT- ,'.5 mm DF-0.5
OPERATRING CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 15.30 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 37.95 mm
CORROSION ALLOWANCE C.A 1.5
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 990.9 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm CMODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 122600.85
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE 85.00 C
CHANGE IN TEMPERATURE T 64.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 24551719.1499384 N
2455(.'2 KNHOOP STRESSHOOP STRESS SH 215.0466403162
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 64.5139920949
ST 157.248
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 92.7340079051
92.7340079051
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 307.7806482213
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS
$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
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7/26/2019 Anchor Force Calculation
15/36
ANCHOR FORCE CALCULATIONS
42" WT- ,'.5 mm DF-0.5
CORRODED CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 15.30 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 36.45 mm
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 993.9 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm C
MODULUS OF ELASTICIT E 2.10E+05
Mpa (N/mm2)CROSS!SECTIONAL AREA OF PIPE 117926.65
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE 85.00 C
CHANGE IN TEMPERATURE T 64.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 23824397.6001864 N
2,24.40 KN
HOOP STRESSHOOP STRESS SH 223.8962962963
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 67.1688888889
ST 157.248
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 90.079111111190.0791111111
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 313.9754074074
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
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ANCHOR FORCE CALCULATIONS
42" WT- ,'.5 mm DF-0.5
H+DROTEST CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USEDHDROTEST PRESSURE P 22.95 Mpa (N/mm2)
OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 37.95 mm
DESIGN FACTOR F 0.9
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 990.9 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05
mm/mm CMODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 122600.85
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM HDROTEST TEMPERATURE 35.00 C
CHANGE IN TEMPERATURE T 14.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 12126694.5582489 N
(2(2*.* KNHOOP STRESSHOOP STRESS SH 322.5699604743
ALLOWABLE HOOP STRESS 436.23126 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 96.7709881423
ST 34.398
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 62.3729881423
62.3729881423
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 260.196972332
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
17/36
RE&AR/S
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
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7/26/2019 Anchor Force Calculation
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RE&AR/S
$O CHAN%E #N TH#CKNESS FOR TH#S CASE
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
20/36
RE&AR/S
$O CHAN%E #N TH#CKNESS FOR TH#S CASE
TH#S FACTOR #S 0.9 FOR TH#S CASE ONL"
$O CHAN%E #N TE!PERAT&RE FOR TH#S CASE
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13 AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
ANCHOR FORCE CALCULATIONS
7/26/2019 Anchor Force Calculation
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ANCHOR FORCE CALCULATIONS
42" WT- ,'.5 mm DF-0.5
&a. pu$$
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 15.30 Mpa (N/mm2)OUTSIDE DIAMETER 1066.8 mm
WALL THICKNESS OF PIPE 37.95 mm
CORROSION ALLOWANCE C.A 1.5
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 990.9 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm C
MODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 122600.85
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE -10.00 C
CHANGE IN TEMPERATURE T -31.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 9338139.13617585 N
-,,.(4 KNHOOP STRESSHOOP STRESS SH 215.0466403162
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 64.5139920949
ST 76.167
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 140.6809920949
140.6809920949
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 74.3656482213
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
7/26/2019 Anchor Force Calculation
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7/26/2019 Anchor Force Calculation
23/36
RE&AR/S
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
7/26/2019 Anchor Force Calculation
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ANCHOR FORCE CALCULATIONS
7/26/2019 Anchor Force Calculation
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ANCHOR FORCE CALCULATIONS
24" WT- 25 mm DF-0.5
OPERATRING CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 15.30 Mpa (N/mm2)OUTSIDE DIAMETER 610 mm
WALL THICKNESS OF PIPE 24.61 mm
CORROSION ALLOWANCE C.A 1.5
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 560.78 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm C
MODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 45236.25
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE 85.00 C
CHANGE IN TEMPERATURE T 64.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 8828830.96403069 N
2., KNHOOP STRESSHOOP STRESS SH 189.6180414466
ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 56.885412434
ST 157.248
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 100.362587566
100.362587566
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 289.9806290126
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
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ANCHOR FORCE CALCULATIONS
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24" WT- 25 mm DF-0.5
CORRODED CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 15.30 Mpa (N/mm2)OUTSIDE DIAMETER 610 mm
WALL THICKNESS OF PIPE 23.11 mm
DESIGN FACTOR F 0.5
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 563.78 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm C
MODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 42587.91
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM OPERATING TEMPERATURE 85.00 C
CHANGE IN TEMPERATURE T 64.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 8416780.82740829 N
4(*.' KN
HOOP STRESSHOOP STRESS SH 201.9255733449ALLOWABLE HOOP STRESS 242.3507 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 60.5776720035
ST 157.248
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 96.6703279965
96.6703279965
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 298.5959013414
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
ANCHOR FORCE CALCULATIONS
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ANCHOR FORCE CALCULATIONS
24" WT- 25 mm DF-0.5
H+DROTEST CASE
Input Data Ntat!n #a$u% Un!t FOR&ULE USEDHDROTEST PRESSURE P 22.95 Mpa (N/mm2)
OUTSIDE DIAMETER 610 mm
WALL THICKNESS OF PIPE 24.61 mm
DESIGN FACTOR F 0.9
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 560.78 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.17E-05 mm/mm C
MODULUS OF ELASTICIT E 2.10E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 45236.25
INSTALLATION TEMPERATURE 21.00 C
MAXIMUM HDROTEST TEMPERATURE 35.00 C
CHANGE IN TEMPERATURE T 14.00 C
PIPE SMS ( API "L G#a$% X ! & ) 484.7014 Mpa (N/mm2)
CALCULATIONSFORCE AT ANCHOR 4129318.93764359 N
4(2.,2 KNHOOP STRESSHOOP STRESS SH 284.4270621699
ALLOWABLE HOOP STRESS 436.23126 =FS!"SE'
SAFE
RESTRAINED LONGITUDINAL STRESS
SP 85.328118651
ST 34.398
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 50.930118651
50.930118651
ALLOWABLE LON%#T&$#NAL STRESS 363.52605 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESSRESTRA#NE$ E()ALENT STRESS SE 233.4969435189
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 436.23126 =0.9S!"S
SAFE
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
N/mm2
N/mm2
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RE&AR/S
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
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RE&AR/S
$O CHAN%E #N TH#CKNESS FOR TH#S CASE
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
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RE&AR/S
$O CHAN%E #N TH#CKNESS FOR TH#S CASE
TH#S FACTOR #S 0.9 FOR TH#S CASE ONL"
$O CHAN%E #N TE!PERAT&RE FOR TH#S CASE
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
ANCHOR FLANGE CALCULATIONS
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20" WT- 25 mm DF-0.'2
A p%1 AS&E #III D! (
Input Data Ntat!n #a$u% Un!t FOR&ULE USED
INTERNAL PRESSURE P 34.50 Mpa (N/mm2)
OUTSIDE DIAMETER 508 mm
WALL THICKNESS OF PIPE 28.3 mm
CORROSION ALLOWANCE C.A 0
DESIGN FACTOR F 0.72
WELD JOINT FACTOR E' 1
INTERNAL DIAMETER 451.4 mm
POISSION'S RATIO 0.3
LINEAR COEFFICIENT OF THERMAL EXPANSION 1.25E-05 mm/mm C
MODULUS OF ELASTICIT E 2.06E+05 Mpa (N/mm2)
CROSS!SECTIONAL AREA OF PIPE 42627.10
INSTALLATION TEMPERATURE 17.00 C
MAXIMUM OPERATING TEMPERATURE 60.00 C
CHANGE IN TEMPERATURE T 43.00 C
PIPE SMS ( API "L G#a$% X ! & ) 413.6856 Mpa (N/mm2)
CALCULATIONSANCHOR FORCEFORCE AT ANCHOR 4719885.802515 N
4'(. KNHOOP STRESS
HOOP STRESSHOOP STRESS SH 309.6466431095
ALLOWABLE HOOP STRESS 297.853632 =FS!"SE'
&NSAFE
RESTRAINED LONGITUDINAL STRESS
SP 92.8939929329
ST 110.725
NET RESTRA#NE$ LON%#T&$#NAL STRESS SN 17.8310070671
17.8310070671
ALLOWABLE LON%#T&$#NAL STRESS 310.2642 =0.75S!"S
SAFE
RESTRAINED E)UI#ALENT STRESS
$
*m
$*
Ap mm2
T+
T2
A
FA
N/mm2
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO #NTERNAL PRESS&RE
N/mm2
RESTRA#NE$ LON%#T&$#NAL STRESS$&E TO THER!AL E+PANS#ON
N/mm2
N/mm2
NET RESTRA#NE$ LON%#T&$#NAL STRESS ,-/*-
N/mm2
N/mm2
RESTRA#NE$ E()ALENT STRESS SE 327.4776501767
ALLOWABLE RESTRA#NE$ E()ALENT STRESS 372.31704 =0.9S!"S
N/mm2
N/mm2
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SAFE
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RE&AR/S
AS!E 31.4:2006 ;-/ 404.1.2 PA%E 13
AS!E 31.4:2006 ;-/ 402.3.1 PA%E 8
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 419.6.4 , PA%E 25
AS!E 31.4:2006 ;-/ 402.3.2 ,/ - ? -*>-, -/ 31.4 :2006 *- 402.4.3.?- 12
AS!E 31.4:2006 ;-/ 402.3.2,; PA%E 8 419.6.4, ?- 26
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