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Author Message
  Topic: STAAD.Pro steel modelling
AmitD

Replies: 4
Views: 3269

PostForum: SEFI General Discussion   Posted: Fri Aug 25, 2017 12:22 pm   Subject: STAAD.Pro steel modelling
Hello Mr.
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[SIZE=2]Can it be possible to upload the model mentioning the member number?Alternately, you can mention the Steel shape, Sin ...
  Topic: Difference in Design of column due to presence of node at mid point.
AmitD

Replies: 5
Views: 3275

PostForum: SEFI General Discussion   Posted: Wed Mar 22, 2017 6:45 am   Subject: Difference in Design of column due to presence of node at mid point.
Please check the Grade of Concrete in both the files - it seems they are different.

Also, keeping the model of structure2 unchanged (before revision), please set all the value of ULY, ULZ, ELY, ELZ ...
  Topic: Difference in Design of column due to presence of node at mid point.
AmitD

Replies: 5
Views: 3275

PostForum: SEFI General Discussion   Posted: Tue Mar 21, 2017 11:36 am   Subject: Difference in Design of column due to presence of node at mid point.
In the Structure1 model, can you please readjust the values of design parameters ELY, ELZ, ULY, ULZ (because you have inserted a node in the middle), so that they simulate the same situation as in the ...
  Topic: Bracing in Steel Structure building
AmitD

Replies: 2
Views: 1919

PostForum: SEFI General Discussion   Posted: Tue Feb 28, 2017 12:00 pm   Subject: Bracing in Steel Structure building
To improve the value of KL/r, please follow the tips below -

1. Properly assess the Effective Length Factor, taking the effect of intermediate restraints, if any, in both the directions.

2. Incr ...
  Topic: steel in staad and etabs
AmitD

Replies: 5
Views: 4065

PostForum: SEFI General Discussion   Posted: Thu Nov 03, 2016 7:29 am   Subject: steel in staad and etabs
My suggestions are as follows -

1. Please compare the corresponding Member Forces first before going to the design process.

2. In the list of Design Parameters, please check the Effective Length ...
  Topic: Staad Vs Etabs Results Differences.
AmitD

Replies: 10
Views: 8436

PostForum: SEFI General Discussion   Posted: Tue Oct 25, 2016 6:36 am   Subject: Staad Vs Etabs Results Differences.
I have checked only the STAAD.Pro input file and the model is very simple. Can you please make a tabular presentation on how much the results are differing in case of Joint Displacements and Member Fo ...
  Topic: STAAD Help
AmitD

Replies: 4
Views: 2917

PostForum: SEFI General Discussion   Posted: Wed Oct 12, 2016 10:30 am   Subject: STAAD Help
Dear Er. Saikiran,

You can use the Member Offset command judiciously to model the Purlins and the Rafters for the proper load transfer.

Thanks,
AmitD
  Topic: column design in staad
AmitD

Replies: 6
Views: 4538

PostForum: SEFI General Discussion   Posted: Wed Aug 17, 2016 8:38 am   Subject: column design in staad
Can you please check the member forces for member number 315 for the guiding load case/combination 11 and note the values. Also please refer the design results for capacities reported for the reinforc ...
  Topic: column design in staad
AmitD

Replies: 6
Views: 4538

PostForum: SEFI General Discussion   Posted: Sun Aug 14, 2016 8:17 pm   Subject: column design in staad
Can you please mention the member number ... I have not found member 1 in your model.
  Topic: Some Technical Questions for STAAD. Kinda very urgent.
AmitD

Replies: 3
Views: 2567

PostForum: SEFI General Discussion   Posted: Tue Jul 26, 2016 9:08 am   Subject: Some Technical Questions for STAAD. Kinda very urgent.
Hi Er. Abhishek,

My opinion on the Floor Diaphragm issue -

I do agree with Er. Ashish, and request you to use the "Floor Diaphragm" feature of STAAD.Pro, as described in section 5.28.2 ...
 
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