| Author |
Message |
 Topic: Excel Program for Column Load Calculations |
saistructure
Replies: 28
Views: 9757
|
 Forum: 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: 608
|
Forum: 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: 852
|
Forum: 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: 6714
|
Forum: 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: 1040
|
Forum: 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: 996
|
Forum: 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: 3684
|
Forum: 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: 97181
|
Forum: 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: 134408
|
Forum: 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: 66
Views: 117958
|
Forum: 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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