Tube to Tubesheet Joints

[@nikolaysotirov3895]

Many thanks for the professional explanation!

[@baherelsheikh4942]

Download the full presentation from this LinkedIn post
www.linkedin.com/posts/baher-elsheikh-6687a63b_tube-to-tubesheet-joints-baher-activity-6975127575127896064-IhCm?

[@hassanrafique1642]

Great explanation ❤

[@baherelsheikh4942]

Thank you so much

[@princessrida2009]

Thank you so much for wonderful explanation along with examples.

[@baherelsheikh4942]

Thanks so much for your kind comment, happy that you liked it

[@princessrida2009]

Could you please do a video on differential hydro test pressure testing in Shell and Tube exchangers?

[@freelarbi]

Thank you great job from professional

[@baherelsheikh4942]

Thank you so much

[@r.venkat5924]

Baher Sir , Good Morning - excellent explanation and info.Keep going i am ur subscriber.

[@baherelsheikh4942]

Thanks so much Mr Venkat

[@ahmedsaberderbala8587]

thanks

[@obioanchenobi]

Hi, you did a fine job, very clear and a lot of informations in the same place. By the way, the link for download is not working..could you please add another one ? Thank you

[@baherelsheikh4942]

You can download form this LinkedIn post
www.linkedin.com/feed/update/urn:li:activity:6975127575127896064?

[@ausijasdancestudio8503]

What is the minimum passlane width is required for strength welded TTJ with tube thickness 2.11 mm (min)?

[@华李-b7e]

Hello, do you know the standard of tube-to-tubesheet pull-out force test,I didn't find this part in ISO15614-8， my English is not very good, thank you very much.

[@shridharjakhalekar5002]

Regarding the suggested amount of wall reduction in tubes, what is clause no. in TEMA and API where it is given.

[@baherelsheikh4942]

TEMA RCB 7.3 and table 6 in API 660

[@shridharjakhalekar5002]

Thank you!

[@shridharjakhalekar5002]

What could be impact if the value of 'w' (groove width) in hydraulic expansion is lesser than obtained from the formula.

[@baherelsheikh4942]

In TEMA there is no explanations for such requirements, but from some manufacturers and technical literatures, they where able to achieve the proper pull axial force by following this criteria. while for smaller grooves, much lower pull force was required

[@shridharjakhalekar5002]

Thank you!

[@babar5153]

Any book/study material that you would recommend for learning content like this about heat exchangers and aboveground storage tanks

[@baherelsheikh4942]

At the end of the presentation there is some recommended references
The main are: TEMA and API 660

[@babar5153]

@@baherelsheikh4942 Thanks Sir but I wanted to know about any theoretical books/study material that can help in clearing concepts related to design and fabrication of heat exchangers and aboveground storage tanks

[@baherelsheikh4942]

I am highly recommending: heat exchanger design manual by Kuppan Thulukkanam

[@babar5153]

@@baherelsheikh4942 Thank you for your recommendation. I'll study it.

[@abuanaselmasry]

السلام عليكم ورحمة الله وبركاته يا باشمهندس
هل هذا الفيديو تكملة لفيديو آخر؟ يبدو أنه لم يبدأ من البداية.

[@baherelsheikh4942]

وعليكم السلام باشمهندس محمد
كان فيه مشكلة في البداية في التسجيل
كانت ٥ دقايق تقريبا , فيها مقدمة عامة عن المبادلات الحراريه

[@acebo7829]

Dear Sir, How can I calculate the strength of the weld as API 660 Para 9.5.7 b)

[@baherelsheikh4942]

API 660 is referring to the design code, hence UW 20 in ASME sec. VIII div.1 to be applied

[@acebo7829]

@@baherelsheikh4942 how can I calculate design strength in UW-20.2 to ensure that equal or greater than axial tube strength. When UW-20.3 Nomenclature said F d = design strength, but not greater than Ft

[@mr.athiphatuangkamprasert8525]

thanks