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STAAD. PRO
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thirumalaichettiar
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PostPosted: Mon Jul 26, 2010 4:31 am    Post subject: Reply with quote

In the book " DESIGN OF EXAMPLES OF A 110 STOREY BUILDING By J.D.Buch has worked an Example using STAAD.

In Chapter 5 is the design example of a 110-storey building. Sears Tower at Chicago is taken as an illustration.  The bundled tube structure (in structural steel) is analyzed on Staadpro programme. The input listings for various load cases are given. Basic load data for static and wind loads is taken from the available literature on Sears Tower. The structure is analyzed on the basis of relevant Indian and American codes. Results from the computer output are given along with observations on important aspects of design.

T.Ranagarajan.
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thirumalaichettiar
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PostPosted: Mon Jul 26, 2010 4:45 am    Post subject: Reply with quote

http://www.sefindia.org/forum/viewtopic.php?t=7302&highlight=staad+pro

In the above link a good discussion was done by Er.Rahgul and others.

T.Rangarajan.
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thirumalaichettiar
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PostPosted: Mon Jul 26, 2010 4:53 am    Post subject: Reply with quote

JOINT WEIGHT & MEMBER WEIGHT in STAAD

In the link below is given an example using the above concept.

http://www.sefindia.org/forum/viewtopic.php?t=7109&highlight=staad+pro

T.Rangarajan.
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sukanta.adhikari
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PostPosted: Mon Jul 26, 2010 11:46 am    Post subject: Reply with quote

Dear Respected Rangarajan sir,

It is wonderful to see all the topic of STAADPRO in the forum compiled in one post...Here are few contribution from me...This is regarding plate result interpretation in STAAD..

Regards,
S.Adhikari





thirumalaichettiar wrote:
JOINT WEIGHT & MEMBER WEIGHT in STAAD

In the link below is given an example using the above concept.

http://www.sefindia.org/forum/viewtopic.php?t=7109&highlight=staad+pro

T.Rangarajan.



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Last edited by sukanta.adhikari on Tue Nov 02, 2010 4:55 am; edited 1 time in total
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sukanta.adhikari
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PostPosted: Mon Jul 26, 2010 11:52 am    Post subject: Reply with quote

Attached is a model on TG foundation (dynamic analysis) in STAAD...This file I have send to sefians who have mailed me for this..

Regards,
S.Adhikari



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sukanta.adhikari
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PostPosted: Mon Jul 26, 2010 11:57 am    Post subject: Reply with quote

Attached is a STAAD file and a excel  file to find out at for what thickness of the pilecap cap will be rigid...ie,P/A+-M/Z is valid..

Regards,
S.Adhikari



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thirumalaichettiar
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PostPosted: Mon Jul 26, 2010 2:24 pm    Post subject: Reply with quote

Dear Er.Sukanta.adhikari,

It is good to get respond from you. I am expecting more experts on this topic to shed more information and help  fellow engineers and also to increase more knowledge to me.

Also engineers posting on STAAD to post under this and not in other places under different topics and no other subjects shall be posted so that this will not get mixed up.

T.Rangarajan.
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thirumalaichettiar
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PostPosted: Mon Jul 26, 2010 2:49 pm    Post subject: Reply with quote

Will be posted in one file.

Last edited by thirumalaichettiar on Fri Jul 30, 2010 7:36 am; edited 2 times in total
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thirumalaichettiar
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PostPosted: Tue Jul 27, 2010 12:19 am    Post subject: Reply with quote

Sefians like Er.Rahul,Er.S.Adkari,Er.Hemant Vadakar and experts on STAAD can throw some explanation on the following with examples:

1.FLOOR GROUP.

2.LOAD on inclined MEMBERS,PLATES AND SURFACES.

3.LOAD ON CURVED MEMBERS,PLATES and CURVED SURFACES.


T.Rangarajan.
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gauravmaroo
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PostPosted: Tue Jul 27, 2010 5:34 am    Post subject: Reply with quote

Shree Adhikari Sir
This is regarding your post related to thickness of pilecap and its rigid behaviour.....i have seen the files you have used but this behaviour greatly influenced by dia of pile ,spacing and arrangement of piles wrt to pile cap and CG of load application. In all cases there will be a different type of analysis approach.
The staad model you have given contain piles as a point support which are in actual a area support. This simulation can be carried out much better in other softwares like SAFE.
I will also try to work on above said issues and will post my result on forum.
Thank you for starting this discussion.
ATTACHED IS THE PLAN OF VARIOUS PILE CAPS.



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