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Author Message
  Topic: Beam in isolated footing
hemant324

Replies: 1
Views: 1054

PostForum: SEFI General Discussion   Posted: Thu Jun 27, 2019 4:01 am   Subject: Beam in isolated footing
Dear Magesh
The attachment is damaged. Can you upload it again.
Conceptually what you have done is correct. Stiffening the foundation with a beam is quite common and I have done it on many occasion ...
  Topic: CRACKS DUE TO ELECTRICAL CONDUITS
hemant324

Replies: 7
Views: 7409

PostForum: SEFI General Discussion   Posted: Tue Jun 25, 2019 5:57 am   Subject: CRACKS DUE TO ELECTRICAL CONDUITS
Wonderful topic for discussion and thanks to all the members for sharing insights and mitigating measures to be adopted.

Here we need to understand the reason for cracks - the cracks generally app ...
  Topic: Load combination for Temp.Analysis
hemant324

Replies: 11
Views: 16813

PostForum: SEFI General Discussion   Posted: Wed Oct 11, 2017 3:16 am   Subject: Re: Load combination for Temp.Analysis
Dear Alok,


My query is related to Euro Codes -
1) Temperature load is to be considered for SLS case only?
2) Do we need to apply temperature and wind load simultaneously?


where can I fin ...
  Topic: Load combination for Temp.Analysis
hemant324

Replies: 11
Views: 16813

PostForum: SEFI General Discussion   Posted: Tue Oct 10, 2017 7:43 am   Subject: Re: Load combination for Temp.Analysis
Dear Alok,

You mentioned that thermal loads are considered under SLS load combination. Can you provide any reference to this statement.
My query is for steel structure and is located in Kuwait. ...
  Topic: Stiffness reduction in steel superstructure_AISC 360
hemant324

Replies: 1
Views: 2479

PostForum: SEFI General Discussion   Posted: Fri Jan 08, 2016 4:46 am   Subject: need guidance
Sefians, can you please guide me with respect to above mentioned questions.. I am in agreement with second school of thought which supports reduction in steel stiffness for foundation design (pile cap ...
  Topic: Stiffness reduction in steel superstructure_AISC 360
hemant324

Replies: 1
Views: 2479

PostForum: SEFI General Discussion   Posted: Mon Dec 28, 2015 9:25 am   Subject: Stiffness reduction in steel superstructure_AISC 360
Hi,
We came across an interesting question on the project while using direct analysis method.
The question is -- do we need to apply stiffness reduction in superstructure steel (0.8 as advised by A ...
  Topic: Calculating Sloshing (Convective) Seismic Force on a Tank
hemant324

Replies: 10
Views: 5952

PostForum: SEFI General Discussion   Posted: Wed May 22, 2013 4:08 am   Subject: Calculating Sloshing (Convective) Seismic Force on a Tank
Dear Mishi,

There is a very good Report published by IIT Kanpur for Gujrat State Disasater Management Authority titled "IIT-GSDMA Guidelines for seismic design of liquid storage tanks". ...
  Topic: Russian Concrete Grade B25AE meaning
hemant324

Replies: 0
Views: 955

PostForum: SEFI General Discussion   Posted: Thu Feb 14, 2013 10:02 am   Subject: Russian Concrete Grade B25AE meaning
[FONT=Courier][SIZE=2][FONT=Courier][SIZE=2]
Hi,
In my project based in Kazakhstan we are using russian concrete grade B25AE.Can anyone help me with what this "AE" stands for??

Thanks ...
 
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