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  Topic: Shear wall design in a multi storied building
podianu1

Replies: 4
Views: 8973
 PostForum: Academic Project Guidance for B.Tech (B.E)/M.Tech (M.E)    Posted: Wed Dec 12, 2018 8:56 am   Subject: Shear wall design in a multi storied building
Do you need shear walls, rather than straight away giving them, examine if its required, in fact suggest you increase the thickness of component members for economy.
  Topic: How to model Connectivity between Raft Footing and Wall in Staad?
podianu1

Replies: 3
Views: 4764
 PostForum: Evaluate my Model   Posted: Wed Dec 12, 2018 8:50 am   Subject: How to model Connectivity between Raft Footing and Wall in Staad?
Hi;
1. I presume that the model you have created is to find out the various stresses specifically hoop stress for which the steel needs to be provided. Being circular IS 3370 Pt IV offers coefficient ...
  Topic: Evaluate Model
podianu1

Replies: 1
Views: 5730
 PostForum: Evaluate my Model   Posted: Wed Dec 12, 2018 8:26 am   Subject: Evaluate Model
Hi;
You can obtain the nodal reactions at the concerned joints and these would translate to the column axial loads for different load cases. Hope this is what you were asking.

Regarding the modell ...
  Topic: IS 456 Clause 25.3
podianu1

Replies: 0
Views: 1567
 PostForum: SEFI General Discussion   Posted: Fri Aug 30, 2013 10:43 am   Subject: IS 456 Clause 25.3
Dear Knights of SEFI;
I had a small query, probably my understanding is incorrect.
1.Ref Cl 25.3.1 of IS 456 which limits unsupported length to 60 times least lateral dimension. say for a 250 by 30 ...
 
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