| Author |
Message |
 Topic: Congrats to Prof Sudhir K Jain for the Padma Shri Award |
rajubaiju
Replies: 9
Views: 1911
|
 Forum: SEFI General Discussion Posted: Mon Jan 27, 2020 6:30 am Subject: Congrats to Prof Sudhir K Jain for the Padma Shri Award |
Congrats sir!
On Sun, Jan 26, 2020 at 10:08 PM dilip_meitei <forum@sefindia.org ( I am very happy to learn that Padma Shri Award is conferred to sir Dr. Sudhir K. Jain. He came to Imphal in 2 ... |
| Topic: Precast Sandwich panel and pre-stressed precast walls |
rajubaiju
Replies: 0
Views: 1470
|
Forum: SEFI General Discussion Posted: Sat Feb 18, 2017 10:34 pm Subject: Precast Sandwich panel and pre-stressed precast walls |
| Please anybody has sample design procedure for precast sandwich or precast solid panel, would be appreciated. |
| Topic: Clay content n fine Aggregate(Sand) |
rajubaiju
Replies: 2
Views: 2071
|
Forum: SEFI General Discussion Posted: Mon May 17, 2010 3:51 pm Subject: Clay content n fine Aggregate(Sand) |
Dear all,
I would be very happy the tolerable percentage of clay content in fine aggregate(Sand) for the mixing of concrete.......I could rapid find in any IS codes.... |
| Topic: TMT 500 |
rajubaiju
Replies: 2
Views: 1671
|
Forum: SEFI General Discussion Posted: Fri Apr 09, 2010 7:53 am Subject: Re: TMT 500 |
Dear Raju
IS 1786 : 2008 says 0.2 % proof stress / yield stress has to be min 500 MPa. Ultimate tensile strength has to be 8 percent above the actual yield / 0.2 % proof stress and not less than 54 ... |
| Topic: TMT 500 |
rajubaiju
Replies: 2
Views: 1671
|
Forum: SEFI General Discussion Posted: Thu Apr 08, 2010 2:35 pm Subject: TMT 500 |
| which stress, ultimate or yield is used to check the strength of reinforcement bar using the graph from UTM test? |
| Topic: Ductility of Reinforcement bar |
rajubaiju
Replies: 3
Views: 2072
|
Forum: SEFI General Discussion Posted: Sun Mar 28, 2010 5:53 am Subject: Ductility of Reinforcement bar |
Thank u for the suggestions,
I am going to perform the UTM test of reinforcement bar to find out the ductility properties |
| Topic: Ductility of Reinforcement bar |
rajubaiju
Replies: 3
Views: 2072
|
Forum: SEFI General Discussion Posted: Sat Mar 27, 2010 4:32 pm Subject: Ductility of Reinforcement bar |
| Torsteel is more dutile than TMT or vice versa? |
| Topic: shear wall modelling |
rajubaiju
Replies: 0
Views: 6319
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Sun Dec 28, 2008 10:15 am Subject: shear wall modelling |
| Could you please help me out how to model a shear wall in SAP? |
| Topic: Composite design |
rajubaiju
Replies: 5
Views: 4214
|
Forum: SEFI General Discussion Posted: Wed Jul 23, 2008 7:21 am Subject: Composite design |
How about in SAP 2000???
Dear
what i understand that your columns is with RCC & STEEL Truss used for roof. these are two independant structures while designing.
while analysis you have to def ... |
| Topic: Composite design |
rajubaiju
Replies: 5
Views: 4214
|
Forum: SEFI General Discussion Posted: Tue Jul 22, 2008 8:19 am Subject: Composite design |
Dear all,
I wanted to design a steel as well as concrete frame for a covered hall. I have put the truss members and somewhere required the RCC frames elements. Could u please how to design the compos ... |
| |
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