Dear Sir,
i'm in baroda can i come at ur office and collect it?
Regards,
Parag
Gramya <grai@icenet.net> wrote:
Dear Parag
You may like to contact us for a demo CD on AutoPIPE Plus software which
covers such buried piping analysis. It is Bentley product. You may even
contact Bentley Systems Mumbai if you are located in Mumbai.
Narendra K. Roy
Charisma Global Networks Ltd,
302 Sun Silver Aptt, Near Akota Garden,
Productivity Road, Vadodara 390020, Gujarat, India
Ph. +91-265-2303173, 2338309, (M) +91-265-3214111, Fax: +91-265-2303172
Email: charismaglobal@charismaglobal.com; grai@icenet.net ; info@gramya.com;
Website: www.charismaglobal.com ; www.gramya.com
> Dear Mr Sajit Viswan,
>
> Pipe is of 18 inch dia ie 457.2 mm ihad typed 0 insted of dec pt. length
odf pipe is 1.2 kms. i had worked on the data but unable to get the bending
stress as i'm not clrared what restrained and unrestrained pipe line meansas
i got the redy made stress calculated but i have to verify them as part of
my project, the value of bending stress for restraind pipe is 17014psi but
how it comes i cant find ou pls help me.
>
> regards,
>
> Parag
>
> Sajit Viswan <sviswan@tebodin.co.om> wrote:
> Parag,
>
> Is the pipeline of 45 meters in diameter? You need to check the D/t and
the whether the thickness can take this pressure.
>
> Can you pls express more, as to why you are not able to calculate the
bending stresses.
>
> Sajit
>
> -----Original Message-----
> From: parag3010 [mailto:parag3010@yahoo.com]
> Sent: Wednesday, July 28, 2004 7:27 PM
> To: PipingDesign@yahoogroups.com
> Subject: [PipingDesign] burird pipe line design
>
>
> dear friends,
> i'm a M-tech student working on the project of buried pipe line
> design bsic work done by technip i got the following data
> Input data:
> Pipeline od D 457.02 mm
> Nominal wall thickness 6.4mm
> Design pressure 63.5 barg
> Pipe design factor F 0.72
> Design temp 100 deg c
> operating temp 28 degc
> Steel grade X60
> SMYS of pipe 60000 psi
> Youngs modulus 30000000 psi
> Thermal coeff of exp 1.17E-05
> poissoins ratio 0.3
> i have to verify calculation for minimum elastic bend radius,
> forthat I have to find the restrained bending stress and unrestrained
> bending stress. icant get them .pls help me to get it
>
>
>
>
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[Non-text portions of this message have been removed] Received on Fri Jul 30 08:06:00 2004
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