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Not Designed for Engineering Practice

Please see notes

   I   N   P   U   T   D   A   T   A

Pipe Geometry 

262.9

3.5

3.0

Design Condition

1.000

0.900

1000.000

   C  a   l  c  u   l  a   t   i  o  n  a

  n   d   E  v  a   l  u  a   t   i  o  n

External Compressive Pressure

 Applied External Pressure (Mpa)   0.031 Method of Ca

Safetay Factor for Vacuum Condition Length of n

 Allo!a"le External Collapse Pressure (Mpa)   0.048  Applied Axial

%esult  pass &emperature

   G  r  a  p   h

1-External Compressive Pressure VS (D/tr) -Long

Pipe 'nner iameter ( Di  mm)

$ominal *all &hic+ness ( t  mm)

 A#erage %einforced *all &hic+ness ( t r mm)

esign Pressure ( Pd MPa)

'nternal Pressure ( P  MPa)

Fluid ensity (  "L ,g-m.)

0.20

0.25

0.30

0.35

0.40

0.45

Fe=1.5

Fe=3

External

Pressure

Pressure (MPa)

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   C  a   l  c  u   l  a   t   i  o  n  a  n   d   E  v  a   l  u  a   t   i  o  n

Lo#al $oop stress due to saddle supporting

support span (m)   4.00 support span

saddle angle (deg) saddle angle

!idth of the saddle support (mm)   250 !idth of the s

Local hoop stress (Mpa)   53.09  local axial st

 Allo!a"le (Mpa)   92.63  Allo!a"le (M 

%esult  pass %esult 

   G  r  a  p

   h

%-Lo#al &oop ('xial) Stress vs Saddle 'ngle

0 50 100 150 200 250 300 3500.00

0.05

0.10

.

 

D/tr

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FRP Pipe Stress Calculation

e#$a

Poisson/s %atio Axial- hoop

0ualified Stress ( MPa)

Longit

lculation

 Axial Compressi#e Stress (Mp

  upported Pipe (m)   4.000

  Compressi#e Load ($)   30000  Applied Axial Compressi#e Lo

%ange   60 &hermal Axial Compressi#e Lo

itudinal Compressive Load vs Pipe Span (Si!e) *-Euler +u#,ling Str

1oop Elasticity Modulus ( E$

 Axial Elasticity Modulus ( Ea

1ydrostatic esign 2asis ( &D  

Shear Modulus ( .  Mpa)

Pipe ensity (  "# ,g-m.)

Expansion Coefficient (   mm- 

 

Fa (& )

Fa (&

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Lo#al axial stress due to saddle supporting Lo#al s$ear stre

(m)   3.60 support span (m)

  (deg) saddle angle (deg)

  addle support (mm)   250 !idth of the saddle support (m

  ess (Mpa)   44.06  local shear stress (Mpa)

  a)   44.48  Allo!a"le (Mpa)

pass %esult 

-Lo#al &oop ('xial) Stress vs Pipe Span 0-Lo#al S$ea

Column K Allowable oa!

A""l #e! oa ! A""l #e ! oa !

L, m (D, mm)

Load (KN)

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a user are not allowed to copy, republish and distribute this calculation sheet without

is sheet.

of inputs and the methods limitations is important.

 in the technical papers on the WWW.CALCSTRESS.COM  website. User must be awa

formation including formula and methods applied and used in this datasheet. oreo& S !T RESP!SI"LE F!R A# $A%A&ES' !%ISSI!S A$ ERR!RS AR

o$al %oo"& tress o$alAx#al &tress

%oo"&tress Allowable Ax#al &tress Allowable

Pipe Span (m)

Local Stress (MPa)

 

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  heet   !ssue Date" #$L%&'&*'+

Design Code

ni#al Properties Design a

25200

12500

124

6400

0.400

1800

1.800E+05

124

udinal Compressive Load

 )   13.50

 Allo!a"le Shell 2uc+ling Stress

 Allo!a"le Euler 2uc+ling Stress

  d (,$)   30.00

 Allo!a"le Compressi#e Load (,$)

  ad (,$)   33.94

  ss vs Pipe Span (emperature) 2-S$ell +u#,ling S

 pa) Long3term 1oop Strength at 456 ( 3 hl(46))(Mpa

  pa) Long3term Axial Strength at 756(  3 al (76))(Mpa)

  Mpa) Short3term Strength 2iaxial Strength ratio (  r  )

Load Factor as sec 89:9494 of 'S; 6

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  s due to saddle supporting De4le#ti 

9.00 support span

Support &ype Selection

  )   250 Support &ype Factor 

6.4 eflection (mm)

10.00  Allo!a"le eflection (mm)

pass %esult 

Stress vs Saddle 'ngle 5-De4le#tion vs

A" "l#e ! stres s Colum n '

A llowa b le & tr ess A llowa ble & tr ess

L,m (T, C)

Euler Stress (MPa)

50 100 1500.00

20.00

40.00

60.00

D/t

 

20.00

30.00

40.00

50.00

60.00

 

De.ection (mm)

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permission.

re of the applied method)s restrictions.

er some sheets and cells are unloc$ed and the formula can change easily. -t has bee SI& FR!% (SI& T)IS CALC(LATI! S)EET. This sheet content may c

o$al&*ear&tress Allowable &*ear &tress

Saddle Angle (deg)

Loacal SearStress (MPa)

0.00 1.00 2.00 3.00 4.00.00

.

nle &"an ,eam wo &"

Allowable )ee$t#on

 

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6S7 128-*

  #tors

124

45

0.20

0.830

0.900

1.000

1.000

1.000

66.23 pass

22.86 pass

12.45 pass

  ress vs (D/tr)

 )

allowable &*ell

,u$-l#n stress

Ax#al Com"ress#/e

&tress

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n

5.00

925

6.0

12.50

pass

  Pipe Span

00 250 300 350

r

 

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designed for training only. -t may not be complete enoughan*e +ithout any prior notice.

5.00 6.00 .00 8.00

  an ,eam An$*ore! ,eam

Pipe Span (m)