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Search found 17 matches
www.sefindia.org Forum Index
Author Message
  Topic: What type of alloying is used in special grade of TMT bars
shishir_dhawade1

Replies: 1
Views: 711

PostForum: SEFI General Discussion   Posted: Tue Feb 19, 2019 9:30 am   Subject: What type of alloying is used in special grade of TMT bars
Same steel is used.TMT is thermo mechanically treated .Technique invented by the Germans.From: "rekhar" <forum@sefindia.org>Sent: Mon, 18 Feb 2019 14:12:29To: general@sefindia.orgSubje ...
  Topic: Do Read-Sub-Standard Tall Building Design In Australia-Welcome to the Faulty Towers state, where any mug's an engineer
shishir_dhawade1

Replies: 21
Views: 4820

PostForum: SEFI General Discussion   Posted: Tue Jan 29, 2019 2:30 pm   Subject: Do Read-Sub-Standard Tall Building Design In Australia-Welcome to the Faulty Towers state, where any mug's an engineer
shockingFrom: "alpa_sheth" <forum@sefindia.org>Sent: Tue, 29 Jan 2019 13:28:24To: general@sefindia.orgSubject: https://www.sefindia.org/forum/files/146b3cbbccc89357dea0ad5a1d5b9974032b ...
  Topic: FAQ on “Alternatives to River Sand”.
shishir_dhawade1

Replies: 10
Views: 3849

PostForum: SEFI General Discussion   Posted: Mon Aug 20, 2018 2:30 am   Subject: FAQ on “Alternatives to River Sand”.
I have very bad experience about R.M.C.I am practicing in Pune.The RMC and crushed sand plants are run by mistly illiterate people .They are connected with some political party.Tge sand may contain mu ...
  Topic: Information required in IS1893 part 2016
shishir_dhawade1

Replies: 21
Views: 5592

PostForum: SEFI General Discussion   Posted: Sun Aug 05, 2018 4:30 pm   Subject: Information required in IS1893 part 2016
why to consider that there is cracking?We are already designing for full 1.5 times DL plus Eq.If MI is to be reduced for eq then why not for DL+LL as we are considering cracked theory.Is there any exp ...
  Topic: Soft Storey concern for Multi Level Car Parking
shishir_dhawade1

Replies: 5
Views: 1732

PostForum: SEFI General Discussion   Posted: Sun Aug 05, 2018 4:30 pm   Subject: Soft Storey concern for Multi Level Car Parking
ok. let it be soft story.Why to afraid of it ? Design for it.From: "ajaynkadam" <forum@sefindia.org>Sent: Sat, 04 Aug 2018 22:15:14To: general@sefindia.orgSubject: [SEFI] Soft Storey c ...
  Topic: Information required in IS1893 part 2016
shishir_dhawade1

Replies: 21
Views: 5592

PostForum: SEFI General Discussion   Posted: Sun Aug 05, 2018 4:30 pm   Subject: Information required in IS1893 part 2016
why to consider that there is cracking?If MI is to be reduced for eq then why not for DL+LL as we are considering cracked theory.Is there any experimental backing behind reducing stiffness?From: " ...
  Topic: Suddenly applied load
shishir_dhawade1

Replies: 1
Views: 999

PostForum: SEFI General Discussion   Posted: Sat Aug 04, 2018 1:30 pm   Subject: Suddenly applied load
From: shishi dhaw <shishir_dhawade@yahoo.com>
Sent: Sat, 4 Aug 2018 18:13:58 GMT+0530
To: Narayan Kochak <nykochak@gmail.com>
Subject: Suddenly applied load

Stress developed due to s ...
  Topic: Information required in IS1893 part 2016
shishir_dhawade1

Replies: 21
Views: 5592

PostForum: SEFI General Discussion   Posted: Sat Aug 04, 2018 1:30 pm   Subject: Information required in IS1893 part 2016
Yes why to reduce? All ready we reduce column by 0.4fck



From: "Murali_Structural" <forum@sefindia.org>
Sent: Sat, 4 Aug 2018 15:56:41 GMT+0530
To: general@sefindia.org
Subjec ...
  Topic: Information required in IS1893 part 2016
shishir_dhawade1

Replies: 21
Views: 5592

PostForum: SEFI General Discussion   Posted: Sat Aug 04, 2018 12:30 pm   Subject: Information required in IS1893 part 2016
Stiffness modifier...is it for design or analysis or both?It should be applied to only seismic load combination and not for dead load plus live load.Again instead Modifying stiffness of both columns c ...
  Topic: Torsional requirements clause
shishir_dhawade1

Replies: 0
Views: 626

PostForum: SEFI General Discussion   Posted: Fri Aug 03, 2018 2:30 pm   Subject: Torsional requirements clause
Suppose at one end at terrace horizontal deflection is 1 mm and at other end it is 1.8mm.Both are negligible.shall we ignore?Is there any clause in code that refers to minimum deflection below which t ...
 
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