Materials & Welding: August 2019

Saturday, August 31, 2019

Re: [MW:30013] Welder qualification

Dear

We can use sa194 gr 7 nut in place of sa 194 gr 4 for low temperature carbon steel line.

Regards

A p gupta

On Sat, 31 Aug 2019 at 0:23, Raghul
<raghul351991@gmail.com> wrote:

Welder made two coupon
1. Coupon with 6 mm thickness on the 1/2" pipe made by gtaw process
2.coupon with 15 mm thickness on 2-7/8" pipe made by gtaw+smaw process.

Is the welder qualify to weld on 1/2" pipe with gtaw+smaw process for qualified thickness?

Please explain

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[MW:30013] SAW Hardfacing maximum thickness

Can anyone suggest what is the maximum single layer thickness that can be achieved in SAW hardfacing.

Friday, August 30, 2019

[MW:30008] weld thickness

Background: A welder tests on an NPS 6 Sch. 80 (0.432 in. wall) coupon, depositing 0.100 in. of E6010 and the balance of 0.332 in. using E7018.

Question (1): Using E6010, is the welder qualified to deposit 0.864 in. maximum of weld metal?

Reply (1): Yes.

Question (2): Using E7018, is the welder qualified to deposit 0.664 in. maximum of weld metal?

Reply (2): Yes.

Question (3): Is the welder qualified to deposit 0.864 in. of weld metal using E6010 plus 0.664 in. of E7018 weld metal deposit thickness for a total of 1.528 in. in the same groove?

Reply (3): No

Above clauses are get from ASME ix interpretation.

Please explain Using E6010, how the welder qualified to deposit 0.864 in. maximum of weld metal???????

Re: [MW:30008] Requirement of double Normalizing of SA-516 Gr.70

Jayesh

I do agree with Prakash UTS will be affected on negative side hence your base material should have greater UTS during procurement.

Further to that

As you mentioned

" so during cold forming vendor need one intermediate normalizing. and as per client requirement one more normalizing performed after complete dished end forming. So, total 2 time normalizing have to perform."

It is interesting to understand

1. what do you mean by "intermediate normalizing" ?

2. When the dish is cold formed why is the vendor requiring normalizing. Is your designer asking for same. Can't both vendor and client requirements be satisfied in one normalizing

Answer to your other questions is

(1) During plate order i have to take 2 normalizing cycle simulation ? Yes Or No? With Reason

You will have to test the sample to meet UCS 85 requirement after 2 cycles of normalizing

(2) May I take benefit of Clause UCS-85 (i) of ASME sec-8 Div.1?

You will have to test the sample to meet UCS 85 requirement after 2 cycles of normalizing because you may not be able to maintain the same cycle on the dish as that of the plate manufacturer

(3) Is same clause applicable for welding?

PQR shall be qualified with 2 normalizing cycles as heat treatment condition. Since it is normalizing thickness restrictions will not apply.

(4) And If i will perform double normalizing then I have to simply double the normalizing time or 2 separate normalizing i have to perform?

Either way is acceptable there is no restriction as such.

(5) What will be effect on weld and base material after 2 time Normalizing?

Material and weld properties will change (reduce)

Regards,

Prashant P Rane

On Fri, Aug 30, 2019 at 10:59 AM 'Prakash Hegde' via Materials & Welding <materials-welding@googlegroups.com> wrote:

Hi!
With multiple normalising.UTS gets deteoriates
Accordingly ddelivery condition.of.plate.you req UTS on higher side than min requirement
Ii) Generaly for highet.thick weld.seam multiple Normalising.ll.reduce UTS as such Normalising criteria.is not.addressed in.Sec IX.or.Div 1 of ASME
THATS why most of the designer recomend Crown.n Petal.for higher thk.Dends
Regards
Hegde

Sent from Yahoo Mail on Android

On Fri, 30 Aug 2019 at 11:51, Jayesh Parekh
<jayeshparekh34@gmail.com> wrote:

In our recent project i encounter one problem.

Material Grade : SA-516 Gr.70 Supply condition : Normalized
Dished end : Ellipsodial
Thickness : 45 mm
Forming process : Cold forming
Dished end have one cordal seam
Impact required at : -46 deg. C
so during cold forming vendor need one intermediate normalizing. and as per client requirement one more normalizing performed after complete dished end forming. So, total 2 time normalizing have to perform.

So, my question is ;
(1) During plate order i have to take 2 normalizing cycle simulation ? Yes Or No? With Reason
(2) May I take benefit of Clause UCS-85 (i) of ASME sec-8 Div.1?
(3) Is same clause applicable for welding?
(4) And If i will perform double normalizing then I have to simply double the normalizing time or 2 separate normalizing i have to perform?
(5) What will be effect on weld and base material after 2 time Normalizing?
(6) if any one encountered such issues . please help to solve

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[MW:30008] Welder qualification

Welder made two coupon
1. Coupon with 6 mm thickness on the 1/2" pipe made by gtaw process
2.coupon with 15 mm thickness on 2-7/8" pipe made by gtaw+smaw process.

Is the welder qualify to weld on 1/2" pipe with gtaw+smaw process for qualified thickness?

Please explain

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Re: [MW:30008] Requirement of double Normalizing of SA-516 Gr.70

We had faced this concern couple of times in our previous projects. Yes base material will lose strength when u apply such heat treatments. Best solution for this is to order plate directly from mill with end finish requirements (such as double normalising + SPWHT, if any).

If u aren't able to approach mills check for available plates having tensile on the higher side, test it with simulation of double normalising. If the results satisfactory then you may utilise the plates for forming.

Client requirements overrule the code requirements hence you have to comply and cannot take relaxation on it based on code.

If the dished end manufacture wants to perform intermediate normalising then it cannot be considered as normalising after forming. Hence client requirement of normalising after forming requires to be performed separately.

If the dished end has long seam then ensure your PQR is qualified with double normalising or single normalising with aggregate time for both cycles (check specs of client if it is accepted, sometime client will specify that it has to be performed separately).

During double normalising weld will lose its strength exorbitantly, hence to achieve required minimum strength you have to utilise consumables with higher strength.

Consult consumable suppliers they will be able to assist you with right consumables.

Hope you are clear now.

Sent from my iPhone

On Aug 30, 2019, at 10:46, 'Prakash Hegde' via Materials & Welding <materials-welding@googlegroups.com> wrote:

Hi!
With multiple normalising.UTS gets deteoriates
Accordingly ddelivery condition.of.plate.you req UTS on higher side than min requirement
Ii) Generaly for highet.thick weld.seam multiple Normalising.ll.reduce UTS as such Normalising criteria.is not.addressed in.Sec IX.or.Div 1 of ASME
THATS why most of the designer recomend Crown.n Petal.for higher thk.Dends
Regards
Hegde

Sent from Yahoo Mail on Android

On Fri, 30 Aug 2019 at 11:51, Jayesh Parekh
<jayeshparekh34@gmail.com> wrote:

In our recent project i encounter one problem.

Material Grade : SA-516 Gr.70 Supply condition : Normalized
Dished end : Ellipsodial
Thickness : 45 mm
Forming process : Cold forming
Dished end have one cordal seam
Impact required at : -46 deg. C
so during cold forming vendor need one intermediate normalizing. and as per client requirement one more normalizing performed after complete dished end forming. So, total 2 time normalizing have to perform.

So, my question is ;
(1) During plate order i have to take 2 normalizing cycle simulation ? Yes Or No? With Reason
(2) May I take benefit of Clause UCS-85 (i) of ASME sec-8 Div.1?
(3) Is same clause applicable for welding?
(4) And If i will perform double normalizing then I have to simply double the normalizing time or 2 separate normalizing i have to perform?
(5) What will be effect on weld and base material after 2 time Normalizing?
(6) if any one encountered such issues . please help to solve

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Re: [MW:30008] Requirement of double Normalizing of SA-516 Gr.70

Why intermediate Normalizing required???.

On Fri, 30 Aug 2019 12:29 pm 'Prakash Hegde' via Materials & Welding, <materials-welding@googlegroups.com> wrote:

Hi!
With multiple normalising.UTS gets deteoriates
Accordingly ddelivery condition.of.plate.you req UTS on higher side than min requirement
Ii) Generaly for highet.thick weld.seam multiple Normalising.ll.reduce UTS as such Normalising criteria.is not.addressed in.Sec IX.or.Div 1 of ASME
THATS why most of the designer recomend Crown.n Petal.for higher thk.Dends
Regards
Hegde

Sent from Yahoo Mail on Android

On Fri, 30 Aug 2019 at 11:51, Jayesh Parekh
<jayeshparekh34@gmail.com> wrote:

In our recent project i encounter one problem.

Material Grade : SA-516 Gr.70 Supply condition : Normalized
Dished end : Ellipsodial
Thickness : 45 mm
Forming process : Cold forming
Dished end have one cordal seam
Impact required at : -46 deg. C
so during cold forming vendor need one intermediate normalizing. and as per client requirement one more normalizing performed after complete dished end forming. So, total 2 time normalizing have to perform.

So, my question is ;
(1) During plate order i have to take 2 normalizing cycle simulation ? Yes Or No? With Reason
(2) May I take benefit of Clause UCS-85 (i) of ASME sec-8 Div.1?
(3) Is same clause applicable for welding?
(4) And If i will perform double normalizing then I have to simply double the normalizing time or 2 separate normalizing i have to perform?
(5) What will be effect on weld and base material after 2 time Normalizing?
(6) if any one encountered such issues . please help to solve

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Re: [MW:30007] Requirement of double Normalizing of SA-516 Gr.70

Hi!

With multiple normalising.UTS gets deteoriates

Accordingly ddelivery condition.of.plate.you req UTS on higher side than min requirement

Ii) Generaly for highet.thick weld.seam multiple Normalising.ll.reduce UTS as such Normalising criteria.is not.addressed in.Sec IX.or.Div 1 of ASME

THATS why most of the designer recomend Crown.n Petal.for higher thk.Dends

Regards

Hegde

Sent from Yahoo Mail on Android

On Fri, 30 Aug 2019 at 11:51, Jayesh Parekh
<jayeshparekh34@gmail.com> wrote:

In our recent project i encounter one problem.

Material Grade : SA-516 Gr.70 Supply condition : Normalized
Dished end : Ellipsodial
Thickness : 45 mm
Forming process : Cold forming
Dished end have one cordal seam
Impact required at : -46 deg. C
so during cold forming vendor need one intermediate normalizing. and as per client requirement one more normalizing performed after complete dished end forming. So, total 2 time normalizing have to perform.

So, my question is ;
(1) During plate order i have to take 2 normalizing cycle simulation ? Yes Or No? With Reason
(2) May I take benefit of Clause UCS-85 (i) of ASME sec-8 Div.1?
(3) Is same clause applicable for welding?
(4) And If i will perform double normalizing then I have to simply double the normalizing time or 2 separate normalizing i have to perform?
(5) What will be effect on weld and base material after 2 time Normalizing?
(6) if any one encountered such issues . please help to solve

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Thursday, August 29, 2019

[MW:30006] Requirement of double Normalizing of SA-516 Gr.70

In our recent project i encounter one problem.

Material Grade : SA-516 Gr.70 Supply condition : Normalized

Dished end : Ellipsodial

Thickness : 45 mm

Forming process : Cold forming

Dished end have one cordal seam

Impact required at : -46 deg. C

so during cold forming vendor need one intermediate normalizing. and as per client requirement one more normalizing performed after complete dished end forming. So, total 2 time normalizing have to perform.

So, my question is ;

(1) During plate order i have to take 2 normalizing cycle simulation ? Yes Or No? With Reason

(2) May I take benefit of Clause UCS-85 (i) of ASME sec-8 Div.1?

(3) Is same clause applicable for welding?

(4) And If i will perform double normalizing then I have to simply double the normalizing time or 2 separate normalizing i have to perform?

(5) What will be effect on weld and base material after 2 time Normalizing?

(6) if any one encountered such issues . please help to solve

Re: [MW:30004] AWS Guidelines for Welding Tantalum

http://files.aws.org/wj/supplement/WJ_1972_06_s304.pdf

https://www.eng-tips.com/viewthread.cfm?qid=261857

https://www.tandfonline.com/doi/abs/10.1080/09507118909446635?journalCode=twld20

https://ntrs.nasa.gov/archive/nasa/casi.ntrs.nasa.gov/19730019798.pdf

and more!

Just ask God Google!

El mar., 27 ago. 2019 a las 23:02, Hrushikesh Sangamnerkar (<hrushi612@gmail.com>) escribió:

Dear experts,

Need AWS guideline for Welding Tantalum. If anyone has pl share

Thank you

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Ing. José Juan Jiménez Alejandro

Independent Consultant in Parts

and Pressure Equipment

SSI-TPI

Móvil +52 1 812 352 4606

Skype: jjjimeneza

Wednesday, August 28, 2019

Re: [MW:30004] About humidity.

Dear All,

Pl note that, "SAND" is now prohibited in almost all around the world for blasting.

We shall not used this term.

"Blasting" is enough to understand and communicate.

Some answers I saw given " it depends on Painting scheme" but the question was regarding Blasting not painting.

For blasting RH shall be 60 or below.

Regards.

On Thu, 22 Aug 2019, 09:24 Minhas Arshad, <minhasarshadm08@gmail.com> wrote:

Dear Experts,

I would like to ask from experts, how much himidity and dew point is allow for sand blasting Sa 2.5 in cloudy condition?

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Re: [MW:30003] Boiler without S Stamp delivered to site

Dear Abraham,

Thanks for the info,

From your details its understood that, the subjected equipement two hydrotest is involved. In most cases only the Shop Hydrotest is a Inspection stage requirement for Authorized Inspector. Site Inspection stage will come under PID/OID. Based on the Shop hydrotest acceptance AI has cleared the MDR. On acceptance of the 2nd Hydrotest as per project requirement, he may review the report for Name Plate stamping.

To make it clear, if possible directly contact Authorized Inspector to clear further.

Dhanabal Jalachandran

On Tue, Aug 27, 2019 at 10:46 AM Abraham Abi <a.p.abraham2010@gmail.com> wrote:

Dear ,

Please find the reply
Hydrotest requirement (Shop or Site) ITP/PCP .?? Hydrotest carried at Shop as per ITP and project requirement to do at site . And contractor will perform site hydro test .
In MDR hydrotest pressure or position mentioned.?? Hydro pressure Mentioned .
Hydrotest Date in Name Plate .?? .dates not mentioned.
Is it NBIC registered equipment .?? NBIC Registered.
Any further suggestion , advise why it was not stamped @ shop.

Thanks and Regards
Abraham

On Mon, Aug 26, 2019 at 1:23 PM Dhanabal Jalachandran <dhanabal.jalachandrann@gmail.com> wrote:
Dear Friend,

Name Plate and MDR are two very important documents while manufacturing any equipment with ASME requirements.

Verify the below points before taking any decision,
Hydrotest requirement (Shop or Site) ITP/PCP .??
In MDR hydrotest pressure or position mentioned.??
Hydrotest Date in Name Plate .??
Is it NBIC registered equipment .??
Br
Dhanabal Jalachandran

On Sun, Aug 25, 2019 at 2:03 PM Abraham Abi <a.p.abraham2010@gmail.com> wrote:
Dear experts

In our project we received Utility Boiler without S Stamp in Name Plate . Contractor response is hydro test will be done with AI involvement and final stamping will be done .

But manufacturer supplied MDR documents signed by AI , certified with S stamp mentioning shop hydro test , thk , dimension details all.

My query , if MDR is stating S stamp , why it was not stamped in Name plate at shop and delivered to site.

Thanks & Regards
Abraham

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Regards

Dhanabal Jalachandran

Re: [MW:30002] Tube Fin Welding

Dear Ruban,

Code of construction (like ASME Sec. VIII, I etc.) is tell us to qualified welding procedure as per ASME sec. IX.

So please refer UW-28(c) of ASME Sec. VIII Div. 1.

As I understand, fin is non pressure part & have no-load carrying function and it is performed with automatic welding process so procedure qualifications is not required as per code of construction.

But still you want to check quality of fin to tube weld, you can refer international standards, which ask for pull out test and fusion width measurements test. Also you can refer various standard like GE, Dossan, EIL, IBR etc. for more testing requiment.

During finning, please consider UCS-56 (tables), to waive off PWHT requirement.

QW-263 is for resistance welding processes like spot, seam, projection weld.

Thanks & Regards

Mahesh Gohel

On Tue 27 Aug, 2019, 5:09 PM Stanley, <rubanmech39@gmail.com> wrote:

Dear Experts,

I have a basic query on welding of finned tubes using high-frequency continuous resistance welding.

Design Code of the component: ASME Sec VIII, Div. 1.

Which is the applicable clause for qualification using ASME Sec IX?? Is it Table QW-263 ??

Kindly provide your feedback if there is any other criteria's or qualification requirements that are to be met.

Thanks.

Ruban Stanley S

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[MW:30001] CODE CASE 2945: AN EXTENSION FOR QUALIFICATION OF IMPACT-TESTED WELDED PROCEDURES

2017 editions of ASME Section VIII-1 and Section VIII-2 has new requirements for the qualification of impact-tested weld procedures, found in ASME Section VIII-1, subparagraph UG-84(h)(5), and in ASME Section VIII-2, subparagraph 3.11.8.3(g), introduced restrictive requirements for the removal of impact test specimens when multiple weld processes are used. Code Case 2945 give some relief to fabricators to use previous qualified procedures provided (a) The welding procedure specification was qualified prior to January 1, 2018, and the procedure met the requirements of the Section VIII, Division 1 and Division 2, 2015 Edition. (b) The existing welding procedure specification may be used until the 2021 Edition of Section VIII, Division 1 and Division 2 go into effect on January 1, 2022. extension applies only to non-compliance with the specific new requirements that it mentions, and will not automatically apply to any other new requirements introduced in the 2019 editions of these codes.

https://www.linkedin.com/feed/update/urn:li:activity:6569790470296297472

Tuesday, August 27, 2019

[MW:30000] AWS Guidelines for Welding Tantalum

Dear experts,

Need AWS guideline for Welding Tantalum. If anyone has pl share

Thank you

[MW:29999] Tube Fin Welding

Dear Experts,

I have a basic query on welding of finned tubes using high-frequency continuous resistance welding.

Design Code of the component: ASME Sec VIII, Div. 1.

Which is the applicable clause for qualification using ASME Sec IX?? Is it Table QW-263 ??

Kindly provide your feedback if there is any other criteria's or qualification requirements that are to be met.

Thanks.

Ruban Stanley S

Re: [MW:29998] Boiler without S Stamp delivered to site

Dear ,

Please find the reply

Hydrotest requirement (Shop or Site) ITP/PCP .?? Hydrotest carried at Shop as per ITP and project requirement to do at site . And contractor will perform site hydro test .
In MDR hydrotest pressure or position mentioned.?? Hydro pressure Mentioned .
Hydrotest Date in Name Plate .?? .dates not mentioned.
Is it NBIC registered equipment .?? NBIC Registered.

Any further suggestion , advise why it was not stamped @ shop.

Thanks and Regards

Abraham

On Mon, Aug 26, 2019 at 1:23 PM Dhanabal Jalachandran <dhanabal.jalachandrann@gmail.com> wrote:

Dear Friend,

Name Plate and MDR are two very important documents while manufacturing any equipment with ASME requirements.

Verify the below points before taking any decision,
Hydrotest requirement (Shop or Site) ITP/PCP .??
In MDR hydrotest pressure or position mentioned.??
Hydrotest Date in Name Plate .??
Is it NBIC registered equipment .??
Br
Dhanabal Jalachandran

On Sun, Aug 25, 2019 at 2:03 PM Abraham Abi <a.p.abraham2010@gmail.com> wrote:
Dear experts

In our project we received Utility Boiler without S Stamp in Name Plate . Contractor response is hydro test will be done with AI involvement and final stamping will be done .

But manufacturer supplied MDR documents signed by AI , certified with S stamp mentioning shop hydro test , thk , dimension details all.

My query , if MDR is stating S stamp , why it was not stamped in Name plate at shop and delivered to site.

Thanks & Regards
Abraham

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Monday, August 26, 2019

Re: [MW:29996] Boiler without S Stamp delivered to site

Dear Friend,

Name Plate and MDR are two very important documents while manufacturing any equipment with ASME requirements.

Verify the below points before taking any decision,

Hydrotest requirement (Shop or Site) ITP/PCP .??
In MDR hydrotest pressure or position mentioned.??
Hydrotest Date in Name Plate .??
Is it NBIC registered equipment .??

Dhanabal Jalachandran

On Sun, Aug 25, 2019 at 2:03 PM Abraham Abi <a.p.abraham2010@gmail.com> wrote:

Dear experts

In our project we received Utility Boiler without S Stamp in Name Plate . Contractor response is hydro test will be done with AI involvement and final stamping will be done .

But manufacturer supplied MDR documents signed by AI , certified with S stamp mentioning shop hydro test , thk , dimension details all.

My query , if MDR is stating S stamp , why it was not stamped in Name plate at shop and delivered to site.

Thanks & Regards
Abraham

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Regards

Dhanabal Jalachandran

Re: [MW:29996] About humidity.

Dear Mr. Arshad,

Be specific, as humidity values changes according to the Paint System. Refer the Paint Manufacturer data Sheet for exact values as Zinc Silicate has a different mininum humidity requirement and Epoxy has a different.

Hope your query is solved.

Thanks

Dhanabal Jalachandran

On Fri, Aug 23, 2019 at 11:25 AM Minhas Arshad <minhasarshadm08@gmail.com> wrote:

Dear Mr. Vinod,
Can you please confirm the reference about humidity and dew point temperature for sandblasting Sa2. 5.

Regards
Minhas Arshad

On Fri, Aug 23, 2019, 9:18 AM vinod kumar <vinodmylaraiah@gmail.com> wrote:
Dear Mr. Arshad,
generally when RH is more than 85%, blast cleaning activities are not recommended.
Substrate temperature shall be at least 3 deg C above the Dew point temperature.

On Thu, Aug 22, 2019 at 9:24 AM Minhas Arshad <minhasarshadm08@gmail.com> wrote:
Dear Experts,

I would like to ask from experts, how much himidity and dew point is allow for sand blasting Sa 2.5 in cloudy condition?

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Thanks and Best regards

M. Vinod Kumar

"Never Explain yourself to any one Because the person who likes you doesn`t need it, and the person who dislikes you won`t believe it."

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Regards

Dhanabal Jalachandran

Sunday, August 25, 2019

Re: [MW:29995] How many coupons needed for welders qualifications of welder from 2'' (OD:60.33 mm) SCH : 5.18 mm ) GTAW according to ASME SEC.IX.

Have you observed any issue or failure with first coupen ?

On Mon, 5 Aug 2019 at 19:10, 'Raja kumarasamy' via Materials & Welding <materials-welding@googlegroups.com> wrote:

Dear sirs,

How many coupons needed for welders qualifications of welder from 2'' (OD:60.33 mm) SCH : 5.18 mm ) GTAW according to ASME SEC.IX.

Regards

Raja kumarasamy
Welding & Piping inspector
ADNOC Waste Heat Recovery Project
Ruwais, Abudhabi
UAE Mobile: +971-565495293
INDIA Mobile: +91-9487403889

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Re: Re: [MW:29994] WPS

Hi,

Your process is SMAW, which is QW-253, G no is Supplymentry essential variables and it becomes essential as per QW-403. (b) and (c) second paragraph clause.

If G1 vs G1, you cannot use as per above as A 105 is G2, where as still if your A 106 falls under grade C again this also falls under G2 (If A or B then G1) however A 105 is G2, hence irrelavant of impact or non impact G1 vs G2 combinations not ensured in WPS, so as per your approved WPS and as per above clauses, strictly you cannot use this current WPS for propsed material.

Thanks,

Muneeb

From: Babur Khan
Date: 2019-08-25 19:25
To: materials-welding
Subject: Re: [MW:29993] WPS
Dear,
Please note that P number is same (P1 to P1). For group number A106 Gr. B Gr.1 and for A105 Gr. 2 ( Group Number only applicable for impact test requirements) so if there is no impact requirement you can use.

Muhammad Babur Khan
Sent from my iPhone

On 24 Aug 2019, at 5:41 PM, Vinay Thattey <vinay.thattey@gmail.com> wrote:

In my view , Yes
API 5L X52 grade B is seamless Cs pipe .

On Fri, 23 Aug 2019 at 09:48, tuscano09@gmail.com <tuscano09@gmail.com> wrote:
dear all,

can I use the attached WPS for A106 pipe and A105 pipe fittings?

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Re: [MW:29993] WPS

Dear,

Please note that P number is same (P1 to P1). For group number A106 Gr. B Gr.1 and for A105 Gr. 2 ( Group Number only applicable for impact test requirements) so if there is no impact requirement you can use.

Muhammad Babur Khan

Sent from my iPhone

On 24 Aug 2019, at 5:41 PM, Vinay Thattey <vinay.thattey@gmail.com> wrote:

In my view , Yes
API 5L X52 grade B is seamless Cs pipe .

On Fri, 23 Aug 2019 at 09:48, tuscano09@gmail.com <tuscano09@gmail.com> wrote:
dear all,

can I use the attached WPS for A106 pipe and A105 pipe fittings?

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Re: [MW:29989] WPS

As per your WPS, Base material is API 5L X52 ( P No. - 01 Gr No. -01)

you need to weld for A106 ( P No.-01, Gr No -01) to A105 ( P No.-01, Gr. No.-02).

P No is same But Gr No is different... you cant use this WPS for proposed material.

Thanks & Regards,

Mani

QA/QC - Welding & Painting

On Fri, Aug 23, 2019 at 7:18 AM tuscano09@gmail.com <tuscano09@gmail.com> wrote:

dear all,

can I use the attached WPS for A106 pipe and A105 pipe fittings?

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[MW:29989] Boiler without S Stamp delivered to site

Dear experts

In our project we received Utility Boiler without S Stamp in Name Plate . Contractor response is hydro test will be done with AI involvement and final stamping will be done .

But manufacturer supplied MDR documents signed by AI , certified with S stamp mentioning shop hydro test , thk , dimension details all.

My query , if MDR is stating S stamp , why it was not stamped in Name plate at shop and delivered to site.

Thanks & Regards

Abraham

Saturday, August 24, 2019

Re: [MW:29989] WPS

In my view , Yes

API 5L X52 grade B is seamless Cs pipe .

On Fri, 23 Aug 2019 at 09:48, tuscano09@gmail.com <tuscano09@gmail.com> wrote:

dear all,

can I use the attached WPS for A106 pipe and A105 pipe fittings?

--
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https://www.linkedin.com/groups/122787
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Materials & Welding

Saturday, August 31, 2019

Re: [MW:30013] Welder qualification

[MW:30013] SAW Hardfacing maximum thickness

Friday, August 30, 2019

[MW:30008] weld thickness

Re: [MW:30008] Requirement of double Normalizing of SA-516 Gr.70

[MW:30008] Welder qualification

Re: [MW:30008] Requirement of double Normalizing of SA-516 Gr.70

Re: [MW:30008] Requirement of double Normalizing of SA-516 Gr.70

Re: [MW:30007] Requirement of double Normalizing of SA-516 Gr.70

Thursday, August 29, 2019

[MW:30006] Requirement of double Normalizing of SA-516 Gr.70

Re: [MW:30004] AWS Guidelines for Welding Tantalum

Wednesday, August 28, 2019

Re: [MW:30004] About humidity.

Re: [MW:30003] Boiler without S Stamp delivered to site

Re: [MW:30002] Tube Fin Welding

[MW:30001] CODE CASE 2945: AN EXTENSION FOR QUALIFICATION OF IMPACT-TESTED WELDED PROCEDURES

Tuesday, August 27, 2019

[MW:30000] AWS Guidelines for Welding Tantalum

[MW:29999] Tube Fin Welding

Re: [MW:29998] Boiler without S Stamp delivered to site

Monday, August 26, 2019

Re: [MW:29996] Boiler without S Stamp delivered to site

Re: [MW:29996] About humidity.

Sunday, August 25, 2019

Re: [MW:29995] How many coupons needed for welders qualifications of welder from 2'' (OD:60.33 mm) SCH : 5.18 mm ) GTAW according to ASME SEC.IX.

Re: Re: [MW:29994] WPS

Re: [MW:29993] WPS

Re: [MW:29989] WPS

[MW:29989] Boiler without S Stamp delivered to site

Saturday, August 24, 2019

Re: [MW:29989] WPS

[MW:35346] Cast-iron welding

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