Thank you megenggear, as always Eng-Tips is very useful with a great team helping. This case happened one year ago so I should have asked before
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Thank you Jessieleo, in this case my opinion was that the repari was possible due to the low deeph of the flaws but unfortunately the rest of the team didn´t agree
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1. We returned the hole lot
2. Yes ultrasound inspect
3. That was a year ago and my opinion was to repair but the rest of the team did not agree and this delayed the project for more than a month
4. Sorry grinding is not possible any more
5. The factory supervisor came to the project and...
Here is one picture and the material was ASTM A992
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Can any one tell me if lamination in steel columns can be repaired?
We had las year a case where about 30% of the material for a project had a few less than 1 mm deepth laminations. There was a lot of discusion and it was decided that they could not be repaired, my personal opinion was that it...
I found this paper where they found an effectiviness of 90.7%:
Conclusions
The purpose of this paper was to resolve a question posed by [Abidin and Ibrahim
2004] regarding the effectiveness of a LPS based on the CVM air terminals optimally
positioned on buildings to include the competing...
Hello
We are designing a new power plant and one of the members of the team has required to use the CVM method for the design of the Lightning system.
I´ve always used the RSM method and not the former mentioned. Also I read in an article that the CVM is not advised by many designers. What...
hdrae:
Thanks, yes we do but maybe because we are a very sysmic country the designers choose not to use it
gerhardl:
Great idea thanks, smaller tanks may be cheaper to transport. We will check this
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Dear @gerhardl
Placement? Above ground
Transportable? No
Serial coupled and produced smaller tanks cheaper than one large? Should be single ones in different locations
Measurements? 1000 and 2000 cubic meters
Climate? Tropical
Permanent? yes
Thank you
LitleInch:
Small leaks would be no...
Dear Artisi, yes I´have supervised welded tank construction and that´s why I am looking for a cheaper solution thanks. Initially I thought corrugated galvanized would be the solution by using cheaper labor.
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Thanks GeoEnvGuy and sorry I didn´t mention it would be for an averseas proyect and they should be onsite asembled an din this site I didn´t find the size we need but up to 70,000 gallons and we need up to 528,344 gallons
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Thanks again, my question is in a general way (if welding should be done acording to standards) which is cheaper?
And yes, I know that if you would use galvanized welding is not the process, welded tanks should be treated on site
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Dear friends, I am looking for a project for the cheapest technollogy to store potable water tanks and I was thinking on corrugated galvanized technollogy but didn´t have much luck with Mr Google, only 1 company found yet.
Can any one advise if corrugated would be cheaper than welded onsite and...
