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VETRIKARASI ...

Joined: 03 Dec 2012 Posts: 63 Location: Puducherry
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Posted: Thu Apr 04, 2013 12:33 pm Post subject: Difference between corrugated beam & castellated beams |
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Dear sefians,
What is the difference between corrugated beams & castellated beams?
How to analysis these beams only manually or by STAAD pro?
How to use the attached manual for corrugated beams?
Answer my questions as soon as possible
Thanks in advance.
Thanks & Regards,
Vetrikarasi.T
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Manoharbs_eq General Sponsor


Joined: 17 Jul 2012 Posts: 423
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Posted: Fri Apr 05, 2013 4:16 am Post subject: |
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Dear Dr.NS.Sir
Please correct me if am wrong,
A corrugated beam is a uniform section in corrugated shape.where as Castellated beams are beams with castellated bores (I.e Beam will have holes at specified intervals).
Corrugated beams are used to for profile, where as castellated beams are used for deep sections to save material.
Rgds
Manohar
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Bharathhassan SEFI Member


Joined: 17 Nov 2008 Posts: 15
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Posted: Fri Apr 05, 2013 10:12 am Post subject: Difference between corrugated beam & castellated beams |
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HI
The castellated beam can be designed in STAAD only for American code . Please refer STAAD TECHNICAL REFERENCE 2.16 .
you will find solved example also .
And most important thing while designing Castellated beam in staad , In Staad release FX, FZ axial AND MX ,MY allow to design only MZ and Fy and
while assigning design parameter you have to assigned S open and E open [ i e 1.5e+b].
All the best
Regards
BHARATH
On Thu, Apr 4, 2013 at 6:03 PM, VETRIKARASI <forum@sefindia.org (forum@sefindia.org)> wrote:
Quote: | Dear sefians,
What is the difference between corrugated beams & castellated beams?
How to analysis these beams only manually or by STAAD pro?
How to use the attached manual for corrugated beams?
Answer my questions as soon as possible
Thanks in advance.
Thanks & Regards,
Vetrikarasi.T
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Bharathhassan SEFI Member


Joined: 17 Nov 2008 Posts: 15
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Posted: Fri Apr 05, 2013 10:26 am Post subject: |
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HI
The castellated beam can be designed in STAAD only for American code . Please refer STAAD TECHNICAL REFERENCE 2.16 .
you will find solved example also .
And most important thing while designing Castellated beam in staad , In Staad release FX, FZ axial AND MX ,MY allow to design only MZ and Fy and
while assigning design parameter you have to assign S open and E open [ i e 1.5e+b].
All the best
Regards
BHARATH
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bkkk ...


Joined: 25 Mar 2009 Posts: 203 Location: Tamil Nadu
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Posted: Fri Apr 05, 2013 10:34 am Post subject: castelatted beams |
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Dear Bharathhasan sir,
Why to release FX, FZ axial AND MX ,MY for the analysis of Castellated beams as they above are support specific and could not be generalised.Pl explain. is it not possible to assign user table properties with calculated values of IZ,IX etc., and analyse the same for indian conditions.
Er.venkat
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VETRIKARASI ...

Joined: 03 Dec 2012 Posts: 63 Location: Puducherry
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Posted: Fri Apr 05, 2013 12:24 pm Post subject: |
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Dear all
Thanks for your replies.
Then for corrugated beams we can to it by STAAD pro?
I wanted how to design corrugated beams.
Whether it is used to reduce the tonnage or for avoid failure?
Dear Bharath Sir,
can you upload any model files for castellated beams?
Thanks & Regards,
Vetrikarasi.T
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hemalmistry ...

Joined: 01 Jul 2009 Posts: 70
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Posted: Fri Apr 26, 2013 11:37 am Post subject: Difference between corrugated beam & castellated beams |
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U can use STRAP to design castellated beam (with circular and hexagonal hole) as per indian code (1984 or 2007)
Regards
Hemal mistry
surat
On 6 April 2013 10:32, Bharathhassan <forum@sefindia.org (forum@sefindia.org)> wrote:
[quote] HI
The castellated beam can be designed in STAAD only for American code . Please refer STAAD TECHNICAL REFERENCE 2.16 .
you will find solved example also .
And most important thing while designing Castellated beam in staad , In Staad release FX, FZ axial AND MX ,MY allow to design only MZ and Fy and
while assigning design parameter you have to assigned S open and E open [ i e 1.5e+b].
All the best
Regards
BHARATH
On Thu, Apr 4, 2013 at 6:03 PM, VETRIKARASI forum@sefindia.org (forum@sefindia.org))> wrote:
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