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Author Message
  Topic: Steel structure

Replies: 0
Views: 643

PostForum: Evaluate my Model   Posted: Tue Aug 25, 2020 5:49 pm   Subject: Steel structure
KIndly advice on design of Steel Structure of size

Widht -6m * Length -36 M * Height - 30m

1st level - 5m
2nd level -4m
3rd Level - 4m
4th Level - 4m
5th Level - 4m
6th Level - 4m
7th ...
  Topic: FEM Modeling for Silo foundation

Replies: 1
Views: 721

PostForum: SEFI General Discussion   Posted: Thu May 07, 2020 8:24 am   Subject: FEM Modeling for Silo foundation
Any body here help me give stadd code of FEM analysis for Silo foundation so that i can understand how to do it . I will thankfull to the person who help me .

Devinder Singh
  Topic: STAAD. PRO

Replies: 634
Views: 528429

PostForum: SEFI General Discussion   Posted: Thu Feb 05, 2015 8:15 am   Subject: wind loading on STADD
Dear All SEFian

Please check attached staad file for wind loading as per IS 875 pt 3

as this steel shed is open from all side .

kindly check and guide me in detail .

  Topic: Help in Mix Design

Replies: 4
Views: 2353

PostForum: SEFI General Discussion   Posted: Tue Jan 13, 2015 5:44 am   Subject: Help in Mix Design
Download above link you will get all

Please download IS 10262 -2009 as per IS code .

Any thing else I am happy to ...
  Topic: Slump Retention Time

Replies: 1
Views: 5050

PostForum: SEFI General Discussion   Posted: Thu Mar 28, 2013 8:35 pm   Subject: Re: Slump Retention Time
Dear nagaraju
As per you Post I can understand you want to know retension time vs slump

As per Me Slump retension time is described as slump requirement of your mix after speicified time .Slump re ...
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