| Author |
Message |
 Topic: PROGRESSIVE COLLAPSE |
VPandya
Replies: 4
Views: 214
|
 Forum: Academic Project Guidance for B.Tech (B.E)/M.Tech (M.E) Posted: Sat Feb 23, 2019 5:12 pm Subject: In USA you have to meet Code IBC 2015 , ASCE 7-16 requiremenmts . |
Dear Sefi Engineers ,
I suggest you use attached document on Progressive Collapse Design . Reason is , in USA you have to meet Code IBC 2015 , ASCE 7-16 requirements . This is a very complete docu ... |
| Topic: A GOOD-NEW STRUCTURAL DESIGN ENGINEER HELP GUIDES . |
VPandya
Replies: 0
Views: 249
|
Forum: SEFI General Discussion Posted: Mon Feb 18, 2019 10:28 pm Subject: A GOOD-NEW STRUCTURAL DESIGN ENGINEER HELP GUIDES . |
Dear Sefi Engineers ,
In our Sefi Forum I have seen many questions related to, where a new/good Structural Design Engineer should start/go to do his job right . My answer is use these design G ... |
| Topic: ASCE ENGINEERS WEEK , Feb. 17 -23 , 2019 |
VPandya
Replies: 0
Views: 166
|
Forum: SEFI General Discussion Posted: Sat Feb 16, 2019 4:19 am Subject: ASCE ENGINEERS WEEK , Feb. 17 -23 , 2019 |
Dear Sefi Engineers ,
Let us celebrate ASCE Engineers week . Feb. 17-23 , 2019
American Society OF Civil Engineers ( ASCE ) .
ENGINEERS WEEK :
ENGINEERS: INSPIRING WONDER - FEBRUARY 17 ... |
| Topic: warnings in design of shear wall |
VPandya
Replies: 1
Views: 259
|
Forum: SEFI General Discussion Posted: Sat Feb 09, 2019 5:50 pm Subject: If you have designed this Shear Wall per ACI 318-14 or IS Code , Thats all you can do . |
| Dear ER. konathala kiran,No quick answers . Vasudeo Pandya P.E. [/FONT][/COLOR][/HIGHLIGHT] |
| Topic: Major Dam ( Mosul Dam, Iraq) failure could kill millions. |
VPandya
Replies: 27
Views: 15019
|
Forum: SEFI General Discussion Posted: Fri Feb 08, 2019 9:31 pm Subject: Oroville Dam Repair finally complete |
Dear Sefi Engrs ,
Time for some good news :
From ACI Concrete SmartBrief : Feb. 8th , 2019
Oroville Dam emergency spillway work approaches finish line:
Construction on the emergency spillway ... |
| Topic: Structure stability calculations |
VPandya
Replies: 7
Views: 761
|
Forum: Freshers' Zone Posted: Fri Feb 01, 2019 9:37 pm Subject: Use 'GUIDE LINES FOR PROOF CHECKING FROM IAStructE. |
Er. antonmichel, Note : I do not have the complete document , so get the full copy of this attached document
Regards.
Vasudeo Pandya P.E.
Structural Engineer |
| Topic: Do Read-Sub-Standard Tall Building Design In Australia-Welcome to the Faulty Towers state, where any mug's an engineer |
VPandya
Replies: 21
Views: 1894
|
Forum: SEFI General Discussion Posted: Tue Jan 29, 2019 6:06 pm Subject: CITY OF BOSTON AND CHICAGO IN USA WILL NOT GIVE CONSTRUCTION PERMIT WITHOUT PEER REVIEW. |
Er . Alpaji ,
Solution used for this problem in HIGH RISE TOWER DESIGN is that City Building Permit Department of BOSTON and CHICAGO in USA , will not issue construction permit till entire ... |
| Topic: Query on ensuring ductility in a frame consisting of steel beams and concrete columns |
VPandya
Replies: 1
Views: 429
|
Forum: SEFI General Discussion Posted: Sat Jan 19, 2019 4:23 am Subject: ACI DESIGN GUIDE PPDF355311 has seismic zone connections ( Ductility ) |
| Er. Debopam ChakrabortyA very useful publication from ACI based on ACI 318-11 Appendix -D. Title : PPDF355311 . Has several examples of Steel Beams connections to Concrete members including Desig ... |
| Topic: Structural engineer |
VPandya
Replies: 2
Views: 422
|
Forum: Freshers' Zone Posted: Fri Jan 18, 2019 9:34 pm Subject: Respionsibilities of a Structural Engineer in USA Govt. document, UFC 3-301-01 |
Er., Sonali ,
Down load this document and this will tell you all about job description of a STRUCTURAL ENGINEER in detail :
UFC 3-301-01 1 June2013 Change 4, 1 November 2018UNIFIED FACI ... |
| Topic: 25th Annivesary of NORTHRIDGE EARTHQUAKE IN CA , USA |
VPandya
Replies: 0
Views: 256
|
Forum: SEFI General Discussion Posted: Fri Jan 18, 2019 3:43 am Subject: 25th Annivesary of NORTHRIDGE EARTHQUAKE IN CA , USA |
Loss : he death toll was 57, with more than 8,700 injured. In addition, property
damage was estimated to be between
$13 and $50 billion, making it one of the costliest natural
disasters in U. ... |
| |
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