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Author Message
  Topic: Excel Program for Column Load Calculations
saistructure

Replies: 31
Views: 12893

PostForum: SEFI General Discussion   Posted: Wed Apr 17, 2019 3:47 pm   Subject: kindly send activation code on saistructure@gmail.com
kindly send activation code on saistructure@gmail.com
  Topic: Use of Couplers at single location in confined zone
saistructure

Replies: 0
Views: 719

PostForum: SEFI General Discussion   Posted: Tue May 08, 2018 4:30 pm   Subject: Use of Couplers at single location in confined zone
Dear friends, Can we have couplers for all bars at single location in confined zone? Hiren DesaiSent from Rediffmail using iOS

Posted via Email
  Topic: Clause 7.1 Software
saistructure

Replies: 0
Views: 1109

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Wed Mar 14, 2018 5:02 am   Subject: Clause 7.1 Software
7.1 Software Structural analysis shall be carried out using standard 3-D computer model using well established structural analysis software.

It would be of great help, if some one having good exper ...
  Topic: SEFI Econference on IS 16700 13th March to 18th March 2018
saistructure

Replies: 16
Views: 8132

PostForum: SEFI General Discussion   Posted: Mon Mar 12, 2018 4:02 pm   Subject: SEFI Econference on IS 16700 13th March to 18th March 2018
I would like to participate in the conference.Hiren G. DesaiConsulting Structural EngineerGovt. Approved Valuer305, Indraprasth Complex,Opp. Sub-Jail,Ring Road,Surat: 395 002E-mail address: saistructu ...
  Topic: MINIMUM THICKNESS OF STRUCTURAL WALL AS PER IS:13920:2016
saistructure

Replies: 0
Views: 1143

PostForum: SEFI General Discussion   Posted: Thu Aug 31, 2017 9:51 am   Subject: MINIMUM THICKNESS OF STRUCTURAL WALL AS PER IS:13920:2016
The minimum Dimension of the column shall be 300mm or 20 times diameter of beam longitudinal bars as per IS:13920:2016. My question is : Shall this clause be applicable to Structural Shear Wall? Hiren ...
  Topic: Use of stiffness modifier as prescribed by Is:1893:2016
saistructure

Replies: 0
Views: 1104

PostForum: SEFI General Discussion   Posted: Sat Aug 05, 2017 9:01 am   Subject: Use of stiffness modifier as prescribed by Is:1893:2016
Dear friends,
If I take the stiffness modifier as follows in my analysis model as prescribed by IS:1893:2016

Column: 0.7 Ig
Shearwall: 0.7Ig ( not specified in Code)
Beam: 0.35 Ig
Slab( thin sh ...
  Topic: [Education]
saistructure

Replies: 3
Views: 4034

PostForum: Econference on State of Structural Engineering Practice and Education   Posted: Mon Feb 08, 2016 4:00 pm   Subject: [Education]
Dear friends,

In my opinion, there should be common entrance exam conducted by reputed educational institute for the candidates, who would like to join the engineering college as faculty.


Ther ...
  Topic: Raft foundation design
saistructure

Replies: 84
Views: 100642

PostForum: SEFI General Discussion   Posted: Sat Sep 05, 2015 8:04 am   Subject: Raft foundation design
Kindly send me the Excel sheet on saistructure@rediffmail.com. Er. Hiren Desai
  Topic: ETABS
saistructure

Replies: 330
Views: 143762

PostForum: SEFI General Discussion   Posted: Fri Jun 19, 2015 3:25 pm   Subject: ETABS
Kindly send me the ETAB material on saistructure@rediffmail.com

Er. Hiren G.Desai
  Topic: Structural Design using Excell Spread sheet
saistructure

Replies: 72
Views: 127874

PostForum: SEFI General Discussion   Posted: Wed Jun 17, 2015 2:58 pm   Subject: Structural Design using Excell Spread sheet
My request code is

49006201cf



My email address is saistructure@rediffmail.com


Hiren Desai
 
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