$300 for the correspondence course with dozen with question.
Shouldhave bought the B31.3 Process Piping CD-ROM from ASME -
www.asme.org/chemtraining or the piping code "how-to" guide books by
either Woods or Becht. Great value for the money.
- In PipingDesign@yahoogroups.com, "Paul Bowers" <pbowers@p...>
wrote:
> You seem to be looking for <a href="http://www.gramya.com/pipingcourse.htm">http://www.gramya.com/pipingcourse.htm</a>
and the
> contact details/email addresses mentioned there.
>
>
> ----- Original Message -----
> From: "Deepak Naik" <deepaknaik@l...>
> To: "Piping" <PipingDesign@yahoogroups.com>
> Sent: Thursday, July 24, 2003 6:17 PM
> Subject: [PipingDesign] Difficulties/ Quer
>
>
> > From
> > Deepak Naik
> > 167/ A, Segund Waddo,
> > Corjuem, Aldona,
> > Bardez, Goa 403508
> >
> > To
> > The Course Coordinator
> > PIT
> > GRAI,
> > Dear Sir,
> > First of all I would like to mention you of my changed Email ID
from
> > deepaknaik13@y... to deepaknaik@l...
> > I wish to receive all my future correspondence on this new Email
ID.
> > I have a lot of queries piled up with me right from 1st vol to
3rd vol. in
> > PIT coures !
> > But at present I wish to b clarified with only the 3rd Vol.,
they are here
> > as under in the format of "Sr no"- "nature of query": "question
in that
> > regard" : - "Title page/Vol"- "Page No."
> >
> > 1. - ASME BPV-iii-1-NC (2000 Addenda), ASME BPV-iii-1-NC :how to
decode
> the
> > code ? how these codes different from each other? what does the
comment
> in
> > the brackets signify ?( W 1981 Addenda)-PIP 034/ 3 - 1/2
> >
> > 2. - Pipe Thickness formula The engineering books gives the
similiar
> formula
> > as yoy have mentioned but without adding design pressure with
the 2*sigma
> in
> > denominator ; how did you derive this formula ? what is a Trunk
Pipeline ?
> > why was Schedule 40 (7.92 mm) selected inspite of sch 20 even
though the
> > thickness of this (6.35 mm) is more than the design (5.3)
> > - PIP 006/3 - 1
> >
> > 3. - Material Selection : what is the basis here used ? are
Hostalen GM
> 5010
> > & T2 GM 5010 varities of HDPE ? how does the creep resistance
factor
> varies
> > with time vis- a- vis period in years ? -PIP 006/3 - 2.
> >
> > 4. - bursting Pressure formula: how do we use this formula ? -
PIP 006/3 -1
> >
> > 5. - Formulae: The formulae of Weymouth mentioned here & in the
Vol 2 are
> > different can you justify this? weymouth formula given here are
different
> > for different pipe materials, how come is this? what is this
revised
> > Panhandle formula ? What do mean by G in Pandles Equation? - PIP
006/3 -3
> >
> > 6. - DN 200 schedule 40, What does DN stands for & its origin &
> > significance?
> >
> > 7. - Tabular Column : The pipe data given refers to which code?-
PIP 006 -
> > 5.
> >
> > 8. - Diff Codes: There are many codes , but how we should decide
which
> code
> > we should follow? what are the yardsticks to decide about them ?
Why are
> > there so many codes ?
> >
> > 9. - Should a Piping Engineer Mug up all the codes ? which codes
r
> important
> > for him ?
> >
> > 10. How to use the tables given on page 7, 8, 9 & 10 in PIP
006/3: what
> > does GR A & B mean how are they to be decided? what do we mean
extra
> strong
> > & XX as mentioned in the tables? what do we understand by the
suffixes
> such
> > as S, W, WPB, OSY, ISNS on page 10 material specs?
> >
> > 11. What do we understand by End type as mentioned on page 10
PIP 006 / 3
> > ?What is SML, ERW, EFW, PF, SW, BW, FF, SCR, WF.
> >
> > 12. I suggest a couple of full proof examples needs to be
given to be
> > fully conversant with the formulaes on how to use them & how to
select the
> > pipe specs , please do the needful in this regard ?
> >
> > 13.Page 1 in PIP 015/ 3 the detaikls seems to be inadequate, How
a high
> > pressure fluid classified so also service with cyclic condition
( &
> > alsonwhat do we uderstand by Cyclic condition? )
> >
> > 14. Where are A-1 & A-2 tables as mentioned on page 2 of PIP
015 / 3.
> >
> > 15. are u suggesting to buy the ASME 13.3 series for this ?
> >
> > 16. What is S suffix L , C , H as mentioned in longitudinal
stress? what
> is
> > longitudinal stress? what do we undewrstand by Displacement
stress? what
> is
> > this alternative Sizing equation & how are they derived? What is
the
> > significance of Y, coefficient Table ?
> >
> > 17. in Resultant Bending stress what do we understand by Inplane
&
> outplane
> > Stress ibntensification factor?
> >
> > 18. What is significance of R suffix M used in the Reaction
force at
> extreme
> > displacment condition Equation in page 8 in pip-015/3
> >
> > 19. kindly throw light on Swivel Joints, expansion joints, slip
jpoints,
> >
> > 20. what do we understand by DEAD LEGS & POCKETS, Slippers
kneaders
> > s mentioned on page 3& 4 0f PIP 026/ 3
> >
> > Sir, I suppose you will do the needful at the earliest
> >
> > Thanking you,
> > yours sincerely
> > Deepak Naik
Received on Sat Jul 26 00:02:00 2003