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Author Message
  Topic: Collapse of Foot-bridge - CWG
madsud_shroti

Replies: 22
Views: 9224

PostForum: SEFI General Discussion   Posted: Tue Sep 28, 2010 1:02 pm   Subject: Collapse of Foot-bridge - CWG
Nothing is accident proof,
In medical field also, the simplest operation has a risk factor,
Lets all pray for a grand success of CWG.
This is really not the time for blame gaming
All the best wish ...
  Topic: Short column effect
madsud_shroti

Replies: 1
Views: 1982

PostForum: SEFI General Discussion   Posted: Tue Sep 28, 2010 12:11 pm   Subject: Short column effect
I request our senior members to please explain what is SCE (Short Column effect), a term which is referred many times in earthquake design.
Thanks and regards,
Madhusudan

Posted via Email
  Topic: FOUNDATION SETTLEMENT FOR EQUIPEMENT FOUNDATIONS
madsud_shroti

Replies: 4
Views: 2785

PostForum: SEFI General Discussion   Posted: Mon Aug 11, 2008 11:39 am   Subject: minimum bearing
Dear all,
i have a querry regarding minimum bearing for supporting 8m span beam.
this is case of a school building in which existing structure is havinfg column at 4m centre to centre.Now the school ...
  Topic: cracks in post-tensioned slab and adjoining RCC column
madsud_shroti

Replies: 6
Views: 4708

PostForum: SEFI General Discussion   Posted: Sun Mar 02, 2008 7:43 am   Subject: cracks in post-tensioned slab and adjoining RCC column
hello
this is madhusudan from bhopal mp
i have te design pile foundation for a chimney of height 42m
soil is black cotton upto 5m to 7m
please suggest reference book also
thx
mashusudan
marundevan[AT ...
  Topic: minimum bearing to support beam
madsud_shroti

Replies: 0
Views: 1726

PostForum: Past Discussions Year 2007   Posted: Fri Aug 17, 2007 5:42 pm   Subject: minimum bearing to support beam
madsud_shroti[AT]yah... wrote: dear sefians,
hello,
i want to know that what is minimum bearing to suppoart a beam of span 9meters.
a college building was given to me for designing which was earlier ...
  Topic: Development of Magic Equation for Column Design
madsud_shroti

Replies: 6
Views: 5411

PostForum: Past Discussions Year 2007   Posted: Fri Aug 17, 2007 5:03 pm   Subject: Development of Magic Equation for Column Design
dear sefians,
hello,
i want to know that what is minimum bearing to suppoart a beam of span 9meters.
a college building was given to me for designing which was earlier designed by some other person. t ...
  Topic: Bending of circular structural tubes
madsud_shroti

Replies: 3
Views: 2862

PostForum: Past Discussions Year 2007   Posted: Wed Jun 27, 2007 5:42 pm   Subject: Bending of circular structural tubes
jlakhlani[AT]yah... wrote: Dear friends,

In a steel structure, hollow circular tubes of 150NB(H) and 200NB(H) are required to be bent with a radius of 40 m.

I have a doubt whether these can be ben ...
  Topic: RC-Building thermal consideration
madsud_shroti

Replies: 2
Views: 2680

PostForum: Past Discussions Year 2007   Posted: Tue May 22, 2007 6:16 pm   Subject: RC-Building thermal consideration
dear sefians
please guide me for base slab design of a septic tank of size 15X4.5m, 3m below GL. Strata is BC soil upto 2.1m than hard soil for 0.9m. Will the worst condition be an empty tank with sub ...
  Topic: Seismic Analysis for Roof trusses
madsud_shroti

Replies: 3
Views: 3476

PostForum: Past Discussions Year 2007   Posted: Tue Feb 06, 2007 4:55 pm   Subject: Seismic Analysis for Roof trusses
SarfarazShaikh[AT]can... wrote:
Dear Sefians,

We have to design Roof trusses for a factory (GF+Roof) with seismic
analysis having concrete columns. In our scope we just have to design
roof trusses, c ...
  Topic: L-footings
madsud_shroti

Replies: 2
Views: 9938

PostForum: Past Discussions Year 2006   Posted: Wed Dec 06, 2006 1:27 pm   Subject: L-footings
thnx mr. vikramjeet for your reply.
yes it is quite difficult to satisfy no uplift condition in L footing.
Can you suggest what can be the best remedy/way for the following condition,
If by mistake on ...
 
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