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Dear members
I dont find any problems in STAAD designs. I am working in Gulf and have designed high rise buildings @ 45 storeys by staa d pro 2006. I find staad as the best software compared to other soft wares such as etab etc.
with regards
Vijay

wrote:
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Message From a_bhattacharjee[AT]yah...
Subject: Design Spread sheet
Date: 27/09/07
蒂姆e: 06:09:09
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Dear Bhavin,

Thank you for your spread sheet. Would like to see it soon.

Regarding design in Staad:

1. I prefer to use staad for design of Structural Steel. Structural Steel design in Staad is very good since long ago. But for concrete design it was very poor. I know that the old scenario got changed.

2. I prefer to use Staad for analysis. This way I can manage using only one Staad Lock. To be able to design in different codes I need License of different codes to buy.

3. If possible please see that the concrete design of staad is tallying with hand design. Share us your findings.

4.我正在寻找一些Structura的电子表格l steel design using ACI code. Please help me by sending those spreadsheet to my mail id a_bhattacharjee[AT]yah... or send Link.

Regards
Amitava Bhattacharjee
Kolkata

Message From bhavinpatel[AT]vms...
Subject: Spreadsheets from members
Date: 26/09/07
蒂姆e: 11:35:34
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Dear sir,

I appreciate your appeal. I am preparing an excel sheet which gives the column design results calculated in staad to excel with column no., Area of steel required & Area of concrete required. I hope this may be helpful. As it prepares I will upload for your invaluable comments.

Another thing that I want to discuss with all members is Staad Design Parameters. Most of the Indian people are using staad for analysis. Some are using analysis results and design the elements manually. But as we know we can also design the elements with using staad if we use proper design parameters. There are Lots of design parameters available in
STAAD. So I think we must discuss them in this forum. And Check the design made in STAAD with manual design. STAAD design will save lots of engineering hours.

Thanks.
Bhavin

-----Original Message-----
Message From a_bhattacharjee[AT]yah... [mailto:a_bhattacharjee[AT]yah...]
Sent: 26 September 2007 12:17
To: Bhavin Patel
Subject: Spreadsheets from members

Dear Friends,

I would like to draw attention of our forum members. I have seen that now-a-days nobody is contributing their spreadsheets/programs to our SEFI forum.

This is not healthy for the forum. I request everybody to upload their spreadsheet/programs to this site and enrich it. The members may arrange some "spreadsheet drive month" for this.

Please let me know your comments.

Regards
Amitava Bhattacharjee
Kolkata, India.

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Message From rajbeermalhotra[AT]red...
Subject: Urgent help---finite element formulation
Date: 27/09/07
蒂姆e: 22:31:24
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Hi,

I need to formulate a finite beam element with eccentric loading.I hear it is possible using principle of constraints/Legrangian interpolation formula.

Can anyone help me?Very urgent--plz help----
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