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  Topic: 9m high retaining wall with limited available base width.
B.S.VIRDI

Replies: 10
Views: 10855
 PostForum: SEFI General Discussion   Posted: Tue Aug 13, 2019 6:30 am   Subject: 9m high retaining wall with limited available base width.
Seen ur problem , u can use two pile of 6-8m  300 dia  to arrest upward forces.

virdi B.S

Posted via Email
  Topic: Strengthning of RC beam using steel plates
B.S.VIRDI

Replies: 8
Views: 5857
 PostForum: SEFI General Discussion   Posted: Sun Sep 02, 2018 7:30 am   Subject: Strengthning of RC beam using steel plates
It is better to rehabilitate beams with carbon fibre raping

Sent from my iPhone

On 21-Aug-2018, at 7:18 PM, subhashgandha <forum@sefindia.org ( Resp. Sirs,

I have to strengthen some be ...
  Topic: 2m filling
B.S.VIRDI

Replies: 37
Views: 23167
 PostForum: SEFI General Discussion   Posted: Tue Sep 15, 2009 1:56 pm   Subject: 2m earth filling
In this case first do the filling , compact the filling in layers of 300 mm each by watering and by small mechanical vibraters . Complete the filling up to required level. Do the lay out , excavate th ...
  Topic: Analysis of High rise Buildings with Transfer Floor or Girde
B.S.VIRDI

Replies: 8
Views: 7936
 PostForum: SEFI General Discussion   Posted: Tue Aug 25, 2009 1:39 pm   Subject: Analysis of High rise Buildings with Transfer Floor or Girde
What I understand that shear wall not going up to foundation level , how base shear of 32 stories will be transferred to foundations. In this case is it useful to have shear walls at all.

B.S.VIRD ...
  Topic: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
B.S.VIRDI

Replies: 11
Views: 57410
 PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Sat Jan 17, 2009 9:19 am   Subject: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
I had also seen the model , I think we shall model it as per the Is 456/2000 by providing column head nodes in your model, including properties of column strips and middle strip. This combination will ...
 
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