| Author |
Message |
 Topic: MINIMUM DIMENSIONS OF SLABS AND BEAMS IN UPCOMING / PROPOSED IS 456 |
rajmane
Replies: 1
Views: 862
|
 Forum: SEFI General Discussion Posted: Mon Jun 08, 2020 12:21 pm Subject: Re: MINIMUM DIMENSIONS OF SLABS AND BEAMS IN UPCOMING / PROPOSED IS 456 |
| I am surprised that nobody talked even remotely about the minimum thickness related to cover thickness which is related to durability and maximum size of aggregates, etc. Otherwise, in structure, lon ... |
| Topic: Dr. CSV - may his soul rest in peace |
rajmane
Replies: 4
Views: 5615
|
Forum: Speak Out Box Posted: Sat Oct 25, 2014 2:20 pm Subject: Dr. CSV - may his soul rest in peace |
| Real loss to quality in Civil engg profession. Dr CSV was a guru, guide, friend, engineer, scientist. He inspired and encouraged many people. I am grateful to him for pushing me to register PhD and fi ... |
| Topic: FINAL YEAR ME DISSERTATION TOPICS |
rajmane
Replies: 5
Views: 9719
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Fri Jul 25, 2014 3:22 pm Subject: Re: FINAL YEAR ME DISSERTATION TOPICS |
HELLO EVERYONE,
I am jay jadav pursuing masters in structural engineering in gujarat technological university, kindly everyone is requested to help me out for my dissertation topics which are inte ... |
| Topic: Clarification on Clause 16.1 of IS 456 |
rajmane
Replies: 5
Views: 3546
|
Forum: SEFI General Discussion Posted: Sun Jun 08, 2014 8:47 am Subject: Clarification on Clause 16.1 of IS 456 |
| [FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]IS 456 gives the 28 day strength of 30 N/mm2 as characteristic strength and not the average strength. C[/HIGHLIGHT][/FONT][HIGHLIGHT=#efe ... |
| Topic: Cost effective Concrete Mix Design |
rajmane
Replies: 4
Views: 3752
|
Forum: SEFI General Discussion Posted: Fri Jun 06, 2014 1:06 am Subject: Cost effective Concrete Mix Design |
| [FONT=Helvetica Neue, Segoe UI, Helvetica, Arial, Lucida Grande, sans-serif][HIGHLIGHT=#ffffff]High Volume Fly Ash/GGBS Concretes was and also is being used in many structures. There are many publicat ... |
| Topic: R.C.C.Mix 1:3:3 |
rajmane
Replies: 9
Views: 9913
|
Forum: SEFI General Discussion Posted: Mon Mar 17, 2014 3:56 pm Subject: R.C.C.Mix 1:3:3 |
' 1:3:3 in place of RCC Mix 1:2:4 for Column '?
This question is not relevant in present world.
How can we consider concrete proportions without w/c ratio?
We are still living in very old wo ... |
| Topic: Resubmit your paper in IJEE formatinclude figures tables in |
rajmane
Replies: 0
Views: 1363
|
Forum: SEFI General Discussion Posted: Sun Mar 09, 2014 4:43 am Subject: Resubmit your paper in IJEE formatinclude figures tables in |
Please do the needful
DrNPR
On Friday, 7 March 2014 4:02 PM, Dharmapuram Reddy <dvr1952@gmail.com> wrote:
Studies on the effect of migratory corrosion inhibitor addition on the onset of c ... |
| Topic: M20 for RCC |
rajmane
Replies: 17
Views: 9091
|
Forum: SEFI General Discussion Posted: Sun Mar 09, 2014 4:11 am Subject: M20 for RCC |
Rajmane Saheb / Others,
Kindly check to see if the attached spread sheet prepared for "CHECKING ACCEPTANCE CRITERIA OF DESIGN MIX CONCRETE AS PER CLAUSES 15 & 16 OF IS 456 : 2000" is ... |
| Topic: Properties of Concrete |
rajmane
Replies: 7
Views: 3354
|
Forum: SEFI General Discussion Posted: Wed Mar 05, 2014 5:07 am Subject: Re: Properties of Concrete |
You need to buy or borrow the book from a library.
Best wishes
NS
Dear Sefians,
Please kindly upload or give me a download link.
I am looking for an e book naming
" Properties of C ... |
| Topic: RCC beams with zero cover concrete |
rajmane
Replies: 6
Views: 3167
|
Forum: SEFI General Discussion Posted: Fri Feb 28, 2014 3:12 am Subject: Re: RCC beams with zero cover concrete |
Respected Sir,
I think it will reduce the capacity,
Because,
** At the end of the Rebar there will not sufficient bond strength..
** In case of any lap in Rebar, the lap will not be effective fo ... |
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