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Author Message
  Topic: BONDED vs UNBONDED POSTTENSIONING SYSTEM
P.K.Mallick

Replies: 13
Views: 13211

PostForum: SEFI General Discussion   Posted: Sat May 25, 2019 9:03 am   Subject: BONDED vs UNBONDED POSTTENSIONING SYSTEM
What will be response reduction factor in case of a building having PT Beams?
  Topic: STRUCTURAL ARRANGEMENT FOR THOSE CANTILEVERS.
P.K.Mallick

Replies: 2
Views: 920

PostForum: SEFI General Discussion   Posted: Mon Feb 18, 2019 6:22 pm   Subject: STRUCTURAL ARRANGEMENT FOR THOSE CANTILEVERS.
Please suggest structural arrangements for the cantilevers in the drawing attached.
  Topic: STAAD.PRO FOR BIGINNERS.
P.K.Mallick

Replies: 11
Views: 3809

PostForum: SEFI General Discussion   Posted: Sun Nov 04, 2018 7:51 am   Subject: STAAD.PRO FOR BIGINNERS.
I would request to experienced Staad users to explain the following:

1) Design of beam using RCC DESIGNER.
2) Design of column using RCC DESIGNER.

Thanks.
  Topic: Shear Wall design in staad
P.K.Mallick

Replies: 73
Views: 43697

PostForum: SEFI General Discussion   Posted: Sun Nov 04, 2018 7:46 am   Subject: Shear Wall design in staad
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Sri Vasudeo Pandya P.E. ; S.E. [/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Structural Engineer[ ...
  Topic: STAAD.PRO FOR BIGINNERS.
P.K.Mallick

Replies: 11
Views: 3809

PostForum: SEFI General Discussion   Posted: Sat Oct 27, 2018 4:11 pm   Subject: STAAD.PRO FOR BIGINNERS.
Please explain "AREA LOAD" in Staad and its use.

With trial and error,I found out that "AREA LOAD" is for one way distribution. This load acts ,after analysis,on the two longe ...
  Topic: HOW TO DECIDE COLUMN SIZE AND FOOTING IN LOAD BEARING STRUCTURE.
P.K.Mallick

Replies: 2
Views: 1076

PostForum: SEFI General Discussion   Posted: Sun Oct 21, 2018 12:23 pm   Subject: HOW TO DECIDE COLUMN SIZE AND FOOTING IN LOAD BEARING STRUCTURE.
May be provided just to give a confine effect to the brick wall !
  Topic: STAAD.PRO FOR BIGINNERS.
P.K.Mallick

Replies: 11
Views: 3809

PostForum: SEFI General Discussion   Posted: Sun Oct 21, 2018 12:19 pm   Subject: STAAD.PRO FOR BIGINNERS.
Please explain "AREA LOAD" in Staad and its use.
  Topic: STAAD.PRO FOR BIGINNERS.
P.K.Mallick

Replies: 11
Views: 3809

PostForum: SEFI General Discussion   Posted: Fri Oct 12, 2018 4:20 pm   Subject: STAAD.PRO FOR BIGINNERS.
"Assign to View" command will take care of the self weight of beams, plates and other elements in one go.

E S Jayakumar



"-Assign to view- shall only take self-weight of Beams ...
  Topic: STAAD.PRO FOR BIGINNERS.
P.K.Mallick

Replies: 11
Views: 3809

PostForum: SEFI General Discussion   Posted: Tue Oct 09, 2018 2:59 pm   Subject: STAAD.PRO FOR BIGINNERS.
Few years back, through this forum,I requested experts to teach Staad.pro to novice like me. Responses were many. But those were not for novice. Hence,I opened the topic once again with a title, " ...
  Topic: Protecting the Existing Pile foundation.
P.K.Mallick

Replies: 3
Views: 2171

PostForum: SEFI General Discussion   Posted: Fri Mar 24, 2017 5:18 am   Subject: Protecting the Existing Pile foundation.
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Thanks a lot Er. Kunal for your prompt reply. I would like to know in details the manufacturers of these piles, its design and cost estim ...
 
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