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#40978 - 02/15/11 07:07 AM Stress value
kovalogi Offline
Member

Registered: 02/15/11
Posts: 15
Loc: Belgium
Dear Users

I have a question about the calculation for the thickness of the shell course. I can`t verify the used design stress for courses 3-5.
The temperature: 100C (App M required) and we use API 653

The input:
TANK SHELL COURSE MATERIALS

Shell Course # 1 Material Name ........................ St37-2
Shell Course # 1 Design Stress [Sd] .......(KPa ) 0.14586E+06
Shell Course # 1 Hydro Test Stress [St] ...(KPa ) 0.16048E+06
Shell Course # 1 Minimum Yield Stress .....(KPa ) 0.18700E+06
Shell Course # 1 Minimum Tensile Stress ...(KPa ) 0.34000E+06
Shell Course # 1 Maximum Thickness ..............(mm. ) 25.400
Shell Course # 1 Material Grade ....................... C
Shell Course # 1 Material Group ....................... 1

Shell Course # 2 Material Name ........................ St37-2
Shell Course # 2 Design Stress [Sd] .......(KPa ) 0.14586E+06
Shell Course # 2 Hydro Test Stress [St] ...(KPa ) 0.16048E+06
Shell Course # 2 Minimum Yield Stress .....(KPa ) 0.18700E+06
Shell Course # 2 Minimum Tensile Stress ...(KPa ) 0.34000E+06
Shell Course # 2 Maximum Thickness ..............(mm. ) 25.400
Shell Course # 2 Material Grade ....................... C
Shell Course # 2 Material Group ....................... 1

Shell Course # 3 Material Name ........................ St37-2
Shell Course # 3 Design Stress [Sd] .......(KPa ) 0.16048E+06
Shell Course # 3 Hydro Test Stress [St] ...(KPa ) 0.16830E+06
Shell Course # 3 Minimum Yield Stress .....(KPa ) 0.18700E+06
Shell Course # 3 Minimum Tensile Stress ...(KPa ) 0.34000E+06
Shell Course # 3 Maximum Thickness ..............(mm. ) 25.400
Shell Course # 3 Material Grade ....................... C
Shell Course # 3 Material Group ....................... 1

Shell Course # 4 Material Name ........................ St37-2
Shell Course # 4 Design Stress [Sd] .......(KPa ) 0.16048E+06
Shell Course # 4 Hydro Test Stress [St] ...(KPa ) 0.16830E+06
Shell Course # 4 Minimum Yield Stress .....(KPa ) 0.18700E+06
Shell Course # 4 Minimum Tensile Stress ...(KPa ) 0.34000E+06
Shell Course # 4 Maximum Thickness ..............(mm. ) 25.400
Shell Course # 4 Material Grade ....................... C
Shell Course # 4 Material Group ....................... 1

Shell Course # 5 Material Name ........................ St37-2
Shell Course # 5 Design Stress [Sd] .......(KPa ) 0.16048E+06
Shell Course # 5 Hydro Test Stress [St] ...(KPa ) 0.16830E+06
Shell Course # 5 Minimum Yield Stress .....(KPa ) 0.18700E+06
Shell Course # 5 Minimum Tensile Stress ...(KPa ) 0.34000E+06
Shell Course # 5 Maximum Thickness ..............(mm. ) 25.400
Shell Course # 5 Material Grade ....................... C
Shell Course # 5 Material Group ....................... 1

Output:
The following material properties have been modified in
accordance with API-650 (and API-653 where applicable).

Course Material Design Test App M
Number Name Stress (Sd) Stress (St) Reduction
(KPa ) (KPa )
1 St37-2 0.13225E+06 0.16048E+06 0.9067
2 St37-2 0.13225E+06 0.16048E+06 0.9067
3 St37-2 0.13564E+06 0.16830E+06 0.9067
4 St37-2 0.13564E+06 0.16830E+06 0.9067
5 St37-2 0.13564E+06 0.16830E+06 0.9067

I can verify course number 1&2 but not 3-5 for the design stress
I kindly request your comments.

Thanks in advance .

Regards,

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#40979 - 02/15/11 07:34 AM Re: Stress value [Re: kovalogi]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
As per the definition of "S" in API-653 4.3.3.1, the determination of the allowable stress for courses 3 and above differs from that of courses 1 & 2.
_________________________
Regards,
Richard Ay - Consultant

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#40980 - 02/15/11 08:04 AM Re: Stress value [Re: Richard Ay]
kovalogi Offline
Member

Registered: 02/15/11
Posts: 15
Loc: Belgium
I have do that. than I have a "S" of 160.48MPa (see the input by design stress, the min of {0.88*187; 0.472*340}) If I multiply 160.48MPa with the reduction factor of 0.9067 than we have 145.507 MPa and not 135.64 MPa! If I do that with courses 1 & 2 with the right "S" than it is okay. Witch stress you take for courses 3-5 or forget I a reduction factor?

Regards,

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#40992 - 02/15/11 09:42 PM Re: Stress value [Re: kovalogi]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
I agree, you should be getting 145.5. Send you input (.tki) file in to Tech Support so we can look at it.

_________________________
Regards,
Richard Ay - Consultant

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#41055 - 02/17/11 12:17 AM Re: Stress value [Re: Richard Ay]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
Ok, here is what is going on:

Y = 187000 kpa
T = 340000 kpa
Reduction = 0.9067

Sd = Reduction * ( 0.80 * Y, 0.472 * T )

S1 = 0.80 * Y = 149600
S2 = 0.472 * T = 160480

Minimum is S1 = 149600

Sd = 0.9067 * 160480 = 135642.32


Note the 0.80 in the above equation instead of 0.88. See API-653 Section 4.3.10.1.1.a for details. (You're in "analysis mode" (an existing tank) and API-650 Appendix M is applicable.)
_________________________
Regards,
Richard Ay - Consultant

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#41090 - 02/18/11 05:14 AM Re: Stress value [Re: Richard Ay]
kovalogi Offline
Member

Registered: 02/15/11
Posts: 15
Loc: Belgium
Aah okay
I don't have give consideration to an exception of the rule
thank you!!

Regards,

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#41094 - 02/18/11 09:42 AM Re: Stress value [Re: kovalogi]
Richard Ay Offline
Member

Registered: 12/13/99
Posts: 6226
Loc: Houston, Texas, USA
Yes, and it would be really nice if the "exceptions" were somehow associated with the portion of the Code they affect. Then we wouldn't miss things.
_________________________
Regards,
Richard Ay - Consultant

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