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  Topic: Please suggest any job openings for fresher structural engineer

Replies: 1
Views: 1359

PostForum: SEFI General Discussion   Posted: Sat Oct 27, 2018 10:30 am   Subject: Please suggest any job openings for fresher structural engineer
siryou should mention the college from where you have done the course and the preferable location where you might like to work. That will be a big help


Amarjeet Singh

Posted via Emai ...
  Topic: Raft foundation design

Replies: 86
Views: 105789

PostForum: SEFI General Discussion   Posted: Mon Oct 13, 2014 6:51 pm   Subject: Raft foundation design
can u pls send the excel file to me at amarjeetsingh13@gmail.com ([email]amarjeetsingh13@gmail.com[/email]).

thanks in advance

amarjeet singh

Posted via Email
  Topic: Provision of lap

Replies: 9
Views: 4805

PostForum: SEFI General Discussion   Posted: Sun Mar 02, 2014 11:08 am   Subject: Provision of lap

u can either weld as suggested by Mr Umesh Rao or can even provide mechanical couplers also as they may be competative for 25 mm bar.


amarjeet singh

On Sat, Mar 1, 2014 ...
  Topic: EXCEL programs for civil engineers

Replies: 143
Views: 94888

PostForum: SEFI General Discussion   Posted: Fri Feb 07, 2014 1:13 pm   Subject: EXCEL SHEET
Pls send me the excel sheet

the mail id is amarjeetsingh13@gmail.com


amarjeet singh
  Topic: a 3.5 m cantilever slab supported on 4 side

Replies: 3
Views: 4104

PostForum: SEFI General Discussion   Posted: Wed Feb 05, 2014 1:50 pm   Subject: CENTILEVER TWO WAY SLAB
The slab will have more deflection at the centilver side and the reinforcement provided from 2 way action may be inadequate and we may have hairline cracks at that support. Advisable if we do FEM anal ...
  Topic: Blast Resistant Design for High Votage Test lab

Replies: 6
Views: 5862

PostForum: SEFI General Discussion   Posted: Thu Sep 27, 2012 5:29 am   Subject: Blast Resistant Design for High Votage Test lab
Dear Sir,

let me dd to what Mr Yogesh has mentioned there are Technical Manual based on american codes and handbooks which give the loadings for the over ground blast, underground blast etc and can ...
  Topic: Repair of Slab Soffits

Replies: 12
Views: 8190

PostForum: SEFI General Discussion   Posted: Sun Sep 02, 2012 4:47 pm   Subject: Repair of Slab Soffits
dear sir,

are u planning to put any additional reinforcement in the bottom of the slab also??

amarjeet singh

On Sun, Sep 2, 2012 at 5:06 PM, Meesam_ali <forum@sefindia.org ( Hi E ...
  Topic: Please see these photos

Replies: 20
Views: 10349

PostForum: SEFI General Discussion   Posted: Fri Jul 27, 2012 1:22 pm   Subject: Please see these photos
dear sir,

the columns and the tie beam have been cast only, why not dismantle the column from the first tie beam where the shift in column is visible and then recast the same.

can u pls share ...
  Topic: welding of built up I section member

Replies: 8
Views: 7009

PostForum: SEFI General Discussion   Posted: Sat Jul 07, 2012 1:08 pm   Subject: welding of built up I section member
dear sir,

PEB vendors do welding only on one side


amarjeet singh

On Sat, Jul 7, 2012 at 5:23 PM, vikram.jeet <forum@sefindia.org ( Er Bijay Sarkar has given very sane advi ...
  Topic: Minimum Cement content.

Replies: 20
Views: 11248

PostForum: SEFI General Discussion   Posted: Sat Jun 09, 2012 5:53 pm   Subject: Minimum Cement content.
Dear Sir,

Table 5 of the code specifies minimum cementious content and not cement contents.Footnote 1 below the table 5.0  is very clear that the cement content is inclusive of the additions mentio ...
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