Thank you for bring this issue to our attention!
Robert
Search found 26 matches
- 28 Dec 2010, 18:21
- Forum: HSE Engineers
- Topic: Pressure Vessel Hydrotest Failure
- Replies: 2
- Views: 24
- 28 Dec 2010, 18:13
- Forum: Inspection & Reliability Engineers
- Topic: Difference b/w E-7010 & E-7018
- Replies: 10
- Views: 42
Re: Difference b/w E-7010 & E-7018
•AWS Class E7010-A1 DCEP (Electrode Positive) Electrode Imprint Marking: 7010-A1 Code and Specification Data: AWS A5.5, ASME SFA 5.5 Group F-3 Military - MIL-E-22200/7, MIL-7010-A1
As long as your contract specs allow it, yes you may use E7010 A1 for filling & cap but may I ask why you wish to use ...
As long as your contract specs allow it, yes you may use E7010 A1 for filling & cap but may I ask why you wish to use ...
- 23 Dec 2010, 13:31
- Forum: Inspection & Reliability Engineers
- Topic: Difference b/w E-7010 & E-7018
- Replies: 10
- Views: 42
Re: Difference b/w E-7010 & E-7018
Thanx for sharing knowledge.
What shall be the minimum pre-heat temperature in case of E-7010.
One of our contractor has suggested to use E-7010 for filling capping on cross country gas pipe line construction. For root welding E-6010 would be used. Shall we go with E-7010? Any suggestions ...
What shall be the minimum pre-heat temperature in case of E-7010.
One of our contractor has suggested to use E-7010 for filling capping on cross country gas pipe line construction. For root welding E-6010 would be used. Shall we go with E-7010? Any suggestions ...
- 22 Dec 2010, 15:47
- Forum: Project Engineers
- Topic: API 620 verses 650 standard
- Replies: 3
- Views: 20
Re: API 620 verses 650 standard
Thank you so much for the understanding as I was not familiar with either of these standards.
This clears things up immensely!
Again thank you!
Robert
This clears things up immensely!
Again thank you!
Robert
- 21 Dec 2010, 22:56
- Forum: Project Engineers
- Topic: API 620 verses 650 standard
- Replies: 3
- Views: 20
API 620 verses 650 standard
IYO, which standard is the least restrictive in designing a tank?
Appreciate any enlightenment...
Appreciate any enlightenment...
- 21 Dec 2010, 17:12
- Forum: HSE Engineers
- Topic: cutting pipe under tension
- Replies: 1
- Views: 6
- 16 Dec 2010, 23:19
- Forum: Inspection & Reliability Engineers
- Topic: falsified reports
- Replies: 1
- Views: 14
falsified reports
ROUGE TECHNICIAN
June 2009
NDT Inspector fakes report on nuclear submarine welds
Thousands of welds on US Navy nuclear submarines may need to be retested after an NDT Inspector was caught last month, signing off joints that he had not inspected.
A fellow inspector reported that the ...
June 2009
NDT Inspector fakes report on nuclear submarine welds
Thousands of welds on US Navy nuclear submarines may need to be retested after an NDT Inspector was caught last month, signing off joints that he had not inspected.
A fellow inspector reported that the ...
- 16 Dec 2010, 23:11
- Forum: Inspection & Reliability Engineers
- Topic: Rigs' drill parts lack endorsements
- Replies: 0
- Views: 8
Rigs' drill parts lack endorsements
Rigs' drill parts lack endorsements
By Dina Cappiello
Associated Press
Dec 2, 2010
Washington - The equiipment failures bamed for the Gulf oil spill might have been detected if the owners of the Deepwater Horizon continued to have the rig's drilling equipment verified by independent expers ...
By Dina Cappiello
Associated Press
Dec 2, 2010
Washington - The equiipment failures bamed for the Gulf oil spill might have been detected if the owners of the Deepwater Horizon continued to have the rig's drilling equipment verified by independent expers ...
- 14 Dec 2010, 21:41
- Forum: Maintenance Engineers
- Topic: Bolt Torquing Requirement
- Replies: 5
- Views: 25
Re: Bolt Torquing Requirement
Found this info on another web site, hope it helps.....
Pressure x area gives force on all the bolts. Dividing by number of bolts gives force on each bolt. Divide force on each bolt by 0.0200 square inches. (This is the tensile stress area for a #10-32 UNF bolt. One source for this information is ...
Pressure x area gives force on all the bolts. Dividing by number of bolts gives force on each bolt. Divide force on each bolt by 0.0200 square inches. (This is the tensile stress area for a #10-32 UNF bolt. One source for this information is ...
- 14 Dec 2010, 19:15
- Forum: Maintenance Engineers
- Topic: Bolt Torquing Requirement
- Replies: 5
- Views: 25
Re: Bolt Torquing Requirement
From portlandbolt.com
Bolt Torque Chart
Quick Links
Download Print Version
Tension vs. Torque Explained
Concerns Calculating Torque
Suggested Starting Values
The below estimated torque calculations are only offered as a guide. Use of its content by anyone is the sole responsibility of that person ...
Bolt Torque Chart
Quick Links
Download Print Version
Tension vs. Torque Explained
Concerns Calculating Torque
Suggested Starting Values
The below estimated torque calculations are only offered as a guide. Use of its content by anyone is the sole responsibility of that person ...