High Curie or Low Curie only helps in time factor. But Ir 192 Penetration is same from Low and High. If am wrong correct me. S.Senthilkumar
--- On Sun, 30/8/09, Yadav Shiva <luvshiv2002@gmail.com> wrote:
From: Yadav Shiva <luvshiv2002@gmail.com>
Subject: [MW:3080] Re: Regarding the NDT to be carried out for 60 mm thick austenitic stainless steel plates
To: materials-welding@googlegroups.com
Date: Sunday, 30 August, 2009, 2:38 PM
hi, you can go for high strength - 192, but dont go for cobalt 60 since we use for thickness ranging more than 100 to & 150 mm above.
On Sun, Aug 30, 2009 at 11:48 AM, Nilesh Pathare <patharenil@gmail.com> wrote: Hi, If your specification permits for RT or UT you can carry out any of these test for 60 mm Thick S.S. For RT you may need cobalt 60 or High strength iridium 192. For Ultrasonic Testing you shall use the RTD Twin crystal longitudinal wave Angle probes. Regards, Nilesh Pathare. On Sun, Aug 30, 2009 at 10:35 AM, Stephen <stephenipr@gmail.com> wrote:
I wanted to know which NDT to be carried out for 60 mm thick
austenitic stainless steel plates welded using TIG welding
-- Best Regards, Nilesh Pathare
start: 2008-06-21 end: 0000-00-00
Looking for local information? Find it on Yahoo! Local --~--~---------~--~----~------------~-------~--~----~
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
-~----------~----~----~----~------~----~------~--~---
1. Both RT and UT Combination will be best. For surface PT is mandatory. 2. UT we can use Shear wave(SW) for fusion zone, Volumetric can use Angle beam Longitudinal wave(LW) (Single crystal for higher beam distance and Twin for Near zone) 3. Always better to reconfirm with LW probe wherever SW indication, because shear wave redirect. 4. Using LW for fusion zone probably higer sensitivity (More than code requirment) Regards, S.Senthilkumar
--- On Sun, 30/8/09, Nilesh Pathare <patharenil@gmail.com> wrote:
From: Nilesh Pathare <patharenil@gmail.com>
Subject: [MW:3079] Re: Regarding the NDT to be carried out for 60 mm thick austenitic stainless steel plates
To: materials-welding@googlegroups..com
Date: Sunday, 30 August, 2009, 2:18 PM
Hi, If your specification permits for RT or UT you can carry out any of these test for 60 mm Thick S.S. For RT you may need cobalt 60 or High strength iridium 192. For Ultrasonic Testing you shall use the RTD Twin crystal longitudinal wave Angle probes. Regards, Nilesh Pathare. On Sun, Aug 30, 2009 at 10:35 AM, Stephen <stephenipr@gmail.com> wrote:
I wanted to know which NDT to be carried out for 60 mm thick
austenitic stainless steel plates welded using TIG welding
-- Best Regards, Nilesh Pathare
Love Cricket? Check out live scores, photos, video highlights and more. Click here --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
hi, you can go for high strength - 192, but dont go for cobalt 60 since we use for thickness ranging more than 100 to & 150 mm above.
On Sun, Aug 30, 2009 at 11:48 AM, Nilesh Pathare <patharenil@gmail.com> wrote: Hi, If your specification permits for RT or UT you can carry out any of these test for 60 mm Thick S.S. For RT you may need cobalt 60 or High strength iridium 192. For Ultrasonic Testing you shall use the RTD Twin crystal longitudinal wave Angle probes. Regards, Nilesh Pathare. On Sun, Aug 30, 2009 at 10:35 AM, Stephen <stephenipr@gmail.com> wrote:
I wanted to know which NDT to be carried out for 60 mm thick
austenitic stainless steel plates welded using TIG welding
-- Best Regards, Nilesh Pathare
--~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
it depends on design conditions and end user requirements, any type NDT is possible depend on joint configuration, elaborate your query with more details. item description, design conditions, contract requirements. etc.
are sure welding 60mm thickness with full GTAW?, is it a FPW? On Sun, Aug 30, 2009 at 12:05 PM, Stephen <stephenipr@gmail.com> wrote:
I wanted to know which NDT to be carried out for 60 mm thick
austenitic stainless steel plates welded using TIG welding
--~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Hi, If your specification permits for RT or UT you can carry out any of these test for 60 mm Thick S.S. For RT you may need cobalt 60 or High strength iridium 192. For Ultrasonic Testing you shall use the RTD Twin crystal longitudinal wave Angle probes. Regards, Nilesh Pathare. On Sun, Aug 30, 2009 at 10:35 AM, Stephen <stephenipr@gmail.com> wrote:
I wanted to know which NDT to be carried out for 60 mm thick
austenitic stainless steel plates welded using TIG welding
-- Best Regards, Nilesh Pathare --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
both belongs to S#1 Gr#1 (refer QW 422 of ASME BPV Section IX) yes, you can use since both belongs to same grouping On Sun, Aug 30, 2009 at 9:46 AM, Samimi Mottagi, Alireza <Samimi@mapnagenerator.com> wrote: HI Kindly please inform me that I have two material A570Gr40 and A570 Gr36 and I want to know where in Asme Standard I can find the P no. and Gr no. of them and according to Asme if I take a PQR on A 570 Gr 36 is it cover the A570 Gr 40 or not. Please give me the coorect address of standard. thanks --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
I wanted to know which NDT to be carried out for 60 mm thick austenitic stainless steel plates welded using TIG welding --~--~---------~--~----~------------~-------~--~----~
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
-~----------~----~----~----~------~----~------~--~---
HI Kindly please inform me that I have two material A570Gr40 and A570 Gr36 and I want to know where in Asme Standard I can find the P no. and Gr no. of them and according to Asme if I take a PQR on A 570 Gr 36 is it cover the A570 Gr 40 or not. Please give me the coorect address of standard. thanks __________ Information from ESET NOD32 Antivirus, version of virus signature database 4379 (20090829) __________ The message was checked by ESET NOD32 Antivirus. http://www.eset.com --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Dear Amarjti, It's the same. You will also see on the front sheet of the standard that both ANSI and ASME is stated. It is a standard developed by ASME and then adopted by ANSI as an American national standard. Kristian Lund Jepsen -----Original Message-----
From: materials-welding@googlegroups.com
[mailto:materials-welding@googlegroups.com] On Behalf Of Amarjit Singh
Sent: 29. august 2009 13:55
To: Materials & Welding
Subject: [MW:3071] ANSI B16.5
Dear all,
Can anybody suggest whether ANSI B16.5 and ASME B16.5 is similar or
different? Amarjti singh --~--~---------~--~----~------------~-------~--~----~
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
-~----------~----~----~----~------~----~------~--~---
Hi, Thanks for your valuable information. I have got the clause. It is UG-80 Out of Roundness Tolerance. As per the June 2008 interpretation this clause is applicable for Weld distortion (Vertical Peaking) also. Regards Prabhakar. S
On Sat, Aug 29, 2009 at 5:13 AM, vipin george <vipingeorges@gmail.com> wrote: Hi!Prabhakar, Please refer ASME Sec Viii Div1 ,Edition 2007 Addenda 2008, uw-31 & uw-33 for tolerances. Thanks& Regards, Vipin
Hi, We have procured a Stainless Steel tank from one of our sub contrators. The thickness of the plate is 6mm. They have done hydrotest also. The tank is shifted to our Project site from the Sub contractors yard. We observed a distortion of 3mm near a Longitudinal seam (Both side of the weld seam). I would like to know the allowable tolerance limit for distortion. Is 3mm acceptable? If it is so please give me the code reference. We observed a Grinding mark of 0.5 mm depth on 6mm thick Shell. what is the allowable limit for this? Is there any code reference? Your early response in this regard will be highly appreciated. Regards Prabhakar. S
--~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Dear Friends, Pl give me the reference of respective code with the clause nos for the below mentioned reply. Best Regards,
----- Original Message -----
From: Sujeet Sangle
To: materials-welding@googlegroups.com
Sent: Fri, 28 Aug 2009 17:25:37 +0530 (IST)
Subject: [MW:3061] Re: piping and pipleine spacing
Dear Daniel , If you are looking for spacing between the pipe and the ground , it is stated in the API 1104 for p/l , If you are looking for spacing between 2 welds usually it is 3 times diameter , or as per client specification Usually this is defined as if the lenght is less will cause distorsion if the pup piec is very small in lenght and at the same should see their is a min spacing of 2 " between the HAZ of the 2 welds , in case u need to come to a smaller lenght . Thanks Sujeet
-- Click for exclusive coverage on the New Bajaj Pulsar 220 the fastest Indian bike --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Thanks Daniel for sharing ths information.you send calculation for plates joints.can you please send calculation of welding consumables for pipes(butt joint and fillet joint)
Regards, waqas suleman
On Fri, Aug 28, 2009 at 8:32 AM, Sujeet Sangle <sujeetsangle@gmail.com> wrote: Friends , thanks for hte below guide line , Here i am looking for more details instead of knowing the whole volume of metal required . I would lke to know the quantity for each type of electrode as we have for eg TIG root and hot pass followed with 7016 or root is down hill and the other pasess are up hill , Do any one know how to find this or any Excel program as most of the time need to depend of the supplier or welding formans . Any helping hand will be appreciated . Regards Sujeet
On Wed, Aug 26, 2009 at 4:30 PM, daniel iordache <daniel.iordache@gmail.com> wrote: Hi,
maybe that help you ....
in part ....
Regards
On Wed, Aug 26, 2009 at 8:12 AM, chandergirotra@gmail.com< chandergirotra@gmail.com> wrote: > > REPLY > > Dear Member/s, > > THe quickest method is to fist calculate volume of the V- groove . > Multiply this volume with density to get theoreticall weight of weld > metal. Now we know that the actual weight used is much more than the > theoretical weight since there are butt losses,electrode coating has > to be accounted for and there is convexity at the top and root of > joint. > Thus the weld metal weight therefore =theoretical weight xQ factor > ( Quantity factor) .This Q factor=2 for TIG welding and 2.5 for SMAW. > > Hope this thumb rule will help you calculate weight of welding > electrode/wire required for a joint.. > > Sorry that for your second query for gas consumption I am unable to > respond. > > Chander Girotra > ========================================================================================================================== > > On Aug 25, 2:48 pm, Sujeet Sangle < sujeetsan...@gmail.com> wrote: >> Dear Memebers , >> >> I need to calculate quantity for SMAW consumable for Structural Electrodes >> for V Groove different thickness and Diameter >> >> TIG consumable for piping work different thickness and Diameter . >> >> Together with the Pre heating gas consumption . >> >> Can any one guide me for the above . >> >> Thanks >> >> Sujeet > > > > -- Daniel Iordache
Bureau Veritas - Angola
Mechanical Surveyor
Mobile Ao: +244921544583
Mobile Ro: +40721731728
E-Mail: daniel.iordache@gmail.com
daniel_iordache@yahoo.com
--~--~---------~--~----~------------~-------~--~----~
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
-~----------~----~----~----~------~----~------~--~---
Dear all, Can anybody suggest whether ANSI B16.5 and ASME B16.5 is similar or
different? Amarjti singh --~--~---------~--~----~------------~-------~--~----~
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
-~----------~----~----~----~------~----~------~--~---
respected all , my company is presently deals with the api 487 4c , valve body castings ,where i get d informetion of heat treatment procedure of such casting of valve body . it has two cycles of water quenching and temparing , i also want to knpw the details of chemicals present in the casting on heat treatment. thanks regards nitin --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Dear All, As I know there are 2 penetrations on welding, full and partial. Only that. I am wondering since some equipment manufacturer stated in percent in their specification and document regarding their fillet/corner welding penetration, for example 70%. I did not found it in both ASME IX and AWD D1.1. It means that if we talk about partial penetration, no penetration in percent. Does anyone know and advise me about this? Thanks in advance. Regards, Endri --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Hi!Prabhakar, Please refer ASME Sec Viii Div1 ,Edition 2007 Addenda 2008, uw-31 & uw-33 for tolerances. Thanks& Regards, Vipin On Fri, Aug 28, 2009 at 11:12 AM, prabhakar s <prabhakars84@gmail.com> wrote: Hi, We have procured a Stainless Steel tank from one of our sub contrators. The thickness of the plate is 6mm. They have done hydrotest also. The tank is shifted to our Project site from the Sub contractors yard. We observed a distortion of 3mm near a Longitudinal seam (Both side of the weld seam). I would like to know the allowable tolerance limit for distortion. Is 3mm acceptable? If it is so please give me the code reference. We observed a Grinding mark of 0.5 mm depth on 6mm thick Shell. what is the allowable limit for this? Is there any code reference? Your early response in this regard will be highly appreciated. Regards Prabhakar. S
--~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Dear Mr. Tong, Just a small correction, According to QW-420.2 ( S-numbers) , in this case both the materials are S No. 1 Gr. No1 . If the material is SA106 GR.B then it can be considered as P No1 Gr.1 ( QW-422) , but here the material is ASTM A106 GR.B , hence it is S No.1 Gr.1 ( QW-420.2) as API 5L GR.B material. As both are same S No. Gr.No ( S1 Gr.1) materials , there will be no problem for the WPS / PQR from the base material point of view. Regards, Sukamal Naskar Welding Engineer
On Fri, Aug 28, 2009 at 3:26 PM, tong tong <tong2je@gmail.com> wrote: Dear Sohaib,
Based on ASME IX, API 5L Gr. B assigned as a S-1 while A 106 Gr. B assigned as a P-1. If procedure qualification testing was done using material assigned an S-Number or S-Number Group Number, the range qualified is limited to materials that are assigned
S-Numbers or S-Numbers Group Numbers (i.e., qualification using a P-Number material qualifies corresponding S-Number materials; qualification using an S-Number material qualifies corresponding S-Number materials but not corresponding P-Number materials; qualification of welders using a P-Number material qualifies them to weld on corresponding S-Number materials and vice versa). For more details you can refer to QW-420. Regards Tong2je
On Fri, Aug 28, 2009 at 2:07 PM, Sujeet Sangle <sujeetsangle@gmail.com> wrote: Dear Sohaib, It will depend on the code you are using is yourexisting procedure has the same code as to the new one you intend to use. Does it cover the thickness and Diameter range As per AWS D 1:1 they come is same group As per ASME Sex IX , they have same Group No. 1 . They have the same strenght 60 Ksi - Tensile strenght . You have to see if any additional Test is required i.e Impact or Corrosion test by the client Spec. as to the previous If all are matching need to check the Electrode Batch or need to contuct the batch test . Let me know if any more information is required or it covers your query . Thanks Sujeet
On Fri, Aug 28, 2009 at 12:21 AM, sohaib.t <sohaib_cegco@yahoo.com> wrote:
Gentlemen,
is there any difference between the welding procedures of API 5L GR.B
and ASTM A106 GR.B?
Regards,
Sohaib
-- Sukamal Naskar Malaysia --~--~---------~--~----~------------~-------~--~----~ To post to this group, send email to materials-welding@googlegroups.com To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com For more options, visit this group's bolg at http://materials-welding.blogspot.com/ The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents. -~----------~----~----~----~------~----~------~--~---
Dear all, I have a vessel SS 347 clad on P4 material. The vessel is to be used
in H2s service at a temperature of 530 deg C. Specification is asking
for autoclave/ H2 disbonding test for weld overlay. what are the
basis to decide for the test? Is it neccessary to do at 530 deg C or
there is any other permutation or combination to do the test at lesser
temp? If yes please guide
regards,
Amarjit singh --~--~---------~--~----~------------~-------~--~----~
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding-unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
-~----------~----~----~----~------~----~------~--~---
Any advice for cast iron welding Sent from Yahoo Mail for iPhone
-
Q: What are equivalents for standard Q 235 B (and Q 235 A) for U-channels? ...
-
Definition of buttering from ASME Section IX, QW/QB-492 Definitions: Buttering: the addition of material, by welding, on one or bot...
-
Section I. PRINT READING 3-1. GENERAL a. Drawings . Drawing or sketching is a universal language used to convey all necessary information to...
|
|
