As discussed, you may visit any working day after ensuring that I am in the
office, and collect the demo CD.
Best wishes
NK Roy
> 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 ;
<a href="/group/PipingDesign/post?postID=aYFJ2c_Xy54vpFmof9vvcIAULR3Fz0CDvMS3Z87EHB3iLmvSaViPUHy1KEzqz4xu1xoAj6CdXtY">info@gramya.com</a>;
> Website: www.charismaglobal.com ; www.gramya.com
>
>
> ----- Original Message -----
> From: "Parag Dharkar" <parag3010@yahoo.com>
> To: <PipingDesign@yahoogroups.com>
> Cc: <sviswan@tebodin.co.om>
> Sent: Friday, July 30, 2004 5:05 PM
> Subject: RE: [PipingDesign] burird pipe line design
>
>
> > 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: <a href="/group/PipingDesign/post?postID=4ce2mHpioLhxaUSX-Rg6otDdoMwj9MDynxLeakB6QxDyYh6JXjuK_103AmeL5eHLCNFMA2KVFbXojAIuSi5z3hyK8d31tw">PipingDesign@yahoogroups.com</a>
> > 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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Received on Sat Jul 31 05:28:00 2004
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