Author |
Message |
Topic: STAAD.Pro steel modelling |
AmitD
Replies: 4
Views: 6075
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Forum: 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: 6084
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Forum: 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: 6084
|
Forum: 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: 4096
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Forum: 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: 7192
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Forum: 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: 15188
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Forum: 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: 5511
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Forum: 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: 9315
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Forum: 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: 9315
|
Forum: 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: 4900
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Forum: 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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