| Author |
Message |
 Topic: Membership in Professional bodies for civil/structural engr. |
kishku4u
Replies: 1
Views: 3474
|
 Forum: SEFI General Discussion Posted: Sun Jan 01, 2012 5:46 pm Subject: Membership in Professional bodies for civil/structural engr. |
Dear Sefians,
WISH YOU ALL A HAPPY NEW YEAR.
I am basically a civil engineer with specialization in structures. I am working in structural engineering for past 8 years. Recently in an intervie ... |
| Topic: Ductile detailing for pedestals |
kishku4u
Replies: 1
Views: 2147
|
Forum: SEFI General Discussion Posted: Thu Feb 17, 2011 6:38 pm Subject: Ductile detailing for pedestals |
hi
Greetings to all.
I designed a concrete pedestal to support an equipment.
It rest on a pile cap.
My doubt is that whether I have to give ductile detailing (special confinement)
to pedesta ... |
| Topic: modelling of foundation |
kishku4u
Replies: 3
Views: 2706
|
Forum: SEFI General Discussion Posted: Fri Dec 18, 2009 4:27 pm Subject: modelling of foundation |
Dear Pisal,
Thanks for your response.
Yes, Here i have mentioned the octagonal foundation for vertical vessel.
However my intention is to analysis a mat foundation with multiple foundations f ... |
| Topic: modelling of foundation |
kishku4u
Replies: 3
Views: 2706
|
Forum: SEFI General Discussion Posted: Thu Dec 17, 2009 4:34 pm Subject: modelling of foundation |
Hi all,
I have to model foundation of a Vertical vessel in STAAD.
The foundation size is 10m x 10m and 0.8m thk. Above this a pedestal of 1.5m height. The pedestal size is 5m x 5m. The tubular ves ... |
| Topic: Beam rest over load bearing wall |
kishku4u
Replies: 6
Views: 4088
|
Forum: SEFI General Discussion Posted: Thu Aug 27, 2009 6:16 am Subject: Beam rest over load bearing wall |
Dear sir,
Thank you for your information
Regards
Krishna kumar.G |
| Topic: Check for Deflection (IS 800:2007) |
kishku4u
Replies: 17
Views: 18378
|
Forum: SEFI General Discussion Posted: Wed Aug 26, 2009 7:40 am Subject: Check for Deflection (IS 800:2007) |
Dear Er.Mohniti,
Deflection can be checked for two cases. One for the total load including dead, live etc. Other for imposed load or in otherwise for the loads which may occur after the completion ... |
| Topic: Beam rest over load bearing brick wall. |
kishku4u
Replies: 9
Views: 8905
|
Forum: SEFI General Discussion Posted: Fri Aug 21, 2009 6:05 am Subject: Beam rest over load bearing brick wall. |
HI all,
I have to rest a 7m span first floor roof beam in a load bearing brick wall of 9 inch thck.
1) there is any quidelines for sizing of concrete bed block to rest beam.
2) Is the bearing pre ... |
| Topic: Pipe rack/pipe supports |
kishku4u
Replies: 79
Views: 59943
|
Forum: SEFI General Discussion Posted: Thu Jun 25, 2009 8:35 am Subject: Pipe rack/pipe supports |
Dear dummy
kindly send me to kishku4u@gmail.com
Regard
krishna kumar.G |
| Topic: Finite Element Design of Concrete |
kishku4u
Replies: 49
Views: 32466
|
Forum: SEFI General Discussion Posted: Thu Jun 25, 2009 8:08 am Subject: Finite Element Design of Concrete |
Dear Suju,
Which finite element softare are you using?
The finite element software like SAP etc, will give member forces for vertical elements also
Regards
krishna kumar. |
| Topic: Structural engineering publications |
kishku4u
Replies: 3
Views: 3534
|
Forum: SEFI General Discussion Posted: Thu Jun 25, 2009 4:23 am Subject: Structural engineering publications |
Hi
I would like to subscribe structural engineering related journals.
What are the good quality structural jounals in India?
Kindly give its details too.
Regards
Krishna kumar |
| |
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