Author |
Message |
Topic: [Education] State of Education in Civil (Structural) Engineering in India |
Ankur Shah
Replies: 58
Views: 123316
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Forum: Econference on State of Structural Engineering Practice and Education Posted: Tue Feb 16, 2016 4:26 pm Subject: [Education] State of Education in Civil (Structural) Engineering in India |
Dear All,
Unless AICTE or Govt gets stricter w.r.t to norms (already in place but not followed), changing syllabus would be not produce overall impact.
However one suggestion might be to in ... |
Topic: [Education] State of Education in Civil (Structural) Engineering in India |
Ankur Shah
Replies: 58
Views: 123316
|
Forum: Econference on State of Structural Engineering Practice and Education Posted: Thu Feb 11, 2016 2:59 am Subject: [Education] State of Education in Civil (Structural) Engineering in India |
Dear all,
Most of suggestions given can be implemented on an ideal conditions. Reality is quite different. Situations in average & below average colleges is pathetic.
1) & Most impo ... |
Topic: [Structural Engineering Consultancy Fees] Introductory Remarks |
Ankur Shah
Replies: 35
Views: 39677
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Forum: Econference on State of Structural Engineering Practice and Education Posted: Tue Feb 09, 2016 6:18 pm Subject: [Structural Engineering Consultancy Fees] Introductory Remarks |
Dear all,
The core reason which i feel for this state of structural fees is
"Lack of Government body for Structural validation" & "Compromised Engineers".
In hundreds ... |
Topic: Feb 8- Feb 21: Econference on State of Structural Engineering Practice and Education |
Ankur Shah
Replies: 33
Views: 16851
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Forum: SEFI General Discussion Posted: Tue Feb 02, 2016 10:02 am Subject: Feb 8- Feb 21: Econference on State of Structural Engineering Practice and Education |
Dear all,
I am working as a Assistant professor in one of colleges in tribal(but rich) region of south gujarat as well as am a practicing Structural engineer. According to my Study following ar ... |
Topic: consultancy fee structure |
Ankur Shah
Replies: 152
Views: 193368
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Forum: SEFI General Discussion Posted: Sat Nov 28, 2015 7:28 am Subject: consultancy fee structure |
Dear Sir,
One thing overlooked in discussion is type of design we give. In rural areas the design are generally ""manually done"" (""Experience based"") ... |
Topic: Type of Wall (R.C.C. or Masonary) for 1.5m depth |
Ankur Shah
Replies: 1
Views: 2231
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Forum: SEFI General Discussion Posted: Tue Nov 10, 2015 12:21 pm Subject: Type of Wall (R.C.C. or Masonary) for 1.5m depth |
Dear Sir,
I am designing a bunglow whose plinth is about 6'(1.8m) above ground level. (Since road adjoining about 4.5' higher than existing GL)
I have provided seperate ground and plinth beams. ... |
Topic: Practice of Ignoring Beam Moments in Column Design |
Ankur Shah
Replies: 17
Views: 10614
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Forum: SEFI General Discussion Posted: Mon Nov 09, 2015 10:03 am Subject: Practice of Ignoring Beam Moments in Column Design |
Dear Sir,
Most of Buildings in rural areas are designed that way only cause of "COST" issue. (Up to 3 or 4 story it is designed for 1.5 (DL+LL))
Being practicing in rural areas since ... |
Topic: Cantilever Slab Detailing |
Ankur Shah
Replies: 14
Views: 15609
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Forum: SEFI General Discussion Posted: Tue Aug 19, 2014 11:00 am Subject: Cantilever Slab Detailing |
Dear Sir,
Thank you for your reply.
As rightly Pointed out by [FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]E S Jayakumar [/HIGHLIGHT][/FONT] Sir,
It is to be used for picnic ... |
Topic: Cantilever Slab Detailing |
Ankur Shah
Replies: 14
Views: 15609
|
Forum: SEFI General Discussion Posted: Mon Aug 18, 2014 8:27 am Subject: Cantilever Slab Detailing |
Dear Sir,
1. cantilever Beams cannot be provided due to architectural reasons
2. As per word document BM = wl[SUP]2 [/SUP]for corner cantilever.
Can we take for 1.1m cantilever as in figure atta ... |
Topic: Cantilever Slab Detailing |
Ankur Shah
Replies: 14
Views: 15609
|
Forum: SEFI General Discussion Posted: Fri Aug 15, 2014 4:10 pm Subject: Cantilever Slab Detailing |
Dear Sir,
I am designing watch tower with cantilever slab on 3 sides (1 side there is staircase on cantilever beam) at +6.6m Height .
c/c Distance between 4 columns = 2.4m
and 1m cantilever ... |
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