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Author Message
  Topic: Staad pro
manoj_kumar

Replies: 2
Views: 2150

PostForum: SEFI General Discussion   Posted: Mon Dec 15, 2014 5:52 am   Subject: Seismic load Display
Dear Mallesh,

Check in your staad file, if Accidental has been mentioned while defining 1893 load then with nodal forces the staad also displays associated moments with it. Whatever you are getting ...
  Topic: Stirrups details
manoj_kumar

Replies: 5
Views: 2228

PostForum: SEFI General Discussion   Posted: Sun May 04, 2014 4:49 am   Subject: Stirrups details
Dear all,

Thanks all for your opinion,advice and suggestions.
Rather than having two separate stirrups, it requires only one stirrup that ties all the longitudinal reinforcement more properly. Wh ...
  Topic: Stirrups details
manoj_kumar

Replies: 5
Views: 2228

PostForum: SEFI General Discussion   Posted: Sat May 03, 2014 8:36 am   Subject: Stirrups details
Dear sefians,

One of my contractors proposed me the attached type of stirrups details but i am not in position to decide whether it is correct or not. But the thing is that it helps to avoid conges ...
  Topic: Raft footing
manoj_kumar

Replies: 4
Views: 3237

PostForum: SEFI General Discussion   Posted: Mon Apr 28, 2014 4:49 am   Subject: Raft
Dear Vpandya sir,

If one wants to change the thickness of the slab near column area, what will be the best option. Is it better to have thicker slab or run grade beams in both direction. Will the s ...
  Topic: Querry on Soil Structure Interaction
manoj_kumar

Replies: 17
Views: 10720

PostForum: SEFI General Discussion   Posted: Wed Apr 23, 2014 6:59 am   Subject: Soil Structure interaction
Dear Vpandya sir,

First of all thanks a lot for your shearwall.std file and would love to know more about this soil structure interaction and p-delta analysis. If you have any such .std files do fo ...
  Topic: Shear Wall design in staad
manoj_kumar

Replies: 73
Views: 45835

PostForum: SEFI General Discussion   Posted: Fri Apr 18, 2014 5:15 am   Subject: Shear wall design
Dear VPandya sir,

I am also facing the same problem while designing a shear wall so i would love to go through the mentioned files if you kindly send it to me on my email id mbistey@gmail.com

Th ...
  Topic: STAAD. PRO
manoj_kumar

Replies: 634
Views: 500184

PostForum: SEFI General Discussion   Posted: Fri Feb 14, 2014 8:17 am   Subject: Building Model
Dear srinivasan,

do find the attachement in the text

Regards
Manoj Kumar
  Topic: STAAD. PRO
manoj_kumar

Replies: 634
Views: 500184

PostForum: SEFI General Discussion   Posted: Wed Feb 05, 2014 7:17 am   Subject: Re: Curverd Beam Structure in Staad Pro
Dear Ojha ji,

Hope by this time you might have come out with the solution of your problems with the help of some erudite professionals in this forum. If so don't forget to upload the corrected file ...
  Topic: Earth Quake LOADING Direction in frame model
manoj_kumar

Replies: 7
Views: 2908

PostForum: SEFI General Discussion   Posted: Tue Jan 21, 2014 6:44 am   Subject: Earth Quake LOADING Direction in frame model
Dear Phurba,

First of all as others had said, you have to define the earthquake parameters correctly in your staad input.
Next you have to run analysis file then only the earthquake forces will ap ...
  Topic: Frame analysis
manoj_kumar

Replies: 7
Views: 2598

PostForum: SEFI General Discussion   Posted: Tue Jan 14, 2014 5:26 am   Subject: Frame Analysis
Dear Pannier 1982,

The model shows that you are proposing beams at the end of the cantilever projections, But during the period of construction be sure that there must be a beam present at the end ...
 
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