| Author |
Message |
 Topic: How to Determine Stiffness of full Building in STAAD |
Bharathhassan
Replies: 0
Views: 8064
|
 Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Fri Nov 10, 2023 5:35 am Subject: How to Determine Stiffness of full Building in STAAD |
Dear ALL
How to determine Stiffness of full building STAAD ?
I need to perform two stage analysis as per ASCE-07-12.2.3.2
Can I use for T=2pi Sqrt M/K ??
where
T is time period calculate ... |
| Topic: How to design Hoardings / advertisment boards |
Bharathhassan
Replies: 16
Views: 32394
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Thu Aug 29, 2013 3:39 pm Subject: How to design Hoardings / advertisment boards |
Hi Friends / Respected Senoirs
[SIZE=1][FONT=Verdana, sans-serif]Please help me to design hoardings itsabout 40' x60' at a height of 12' from terrace of 4 story building [/FONT][/SIZE].<o>&l ... |
| Topic: Please clarify |
Bharathhassan
Replies: 27
Views: 19333
|
Forum: SEFI General Discussion Posted: Thu Jul 04, 2013 7:16 am Subject: Please clarify |
Hi
Release Beam B at the ends.
On Thu, Jul 4, 2013 at 10:31 AM, ashoknadagoud <forum@sefindia.org ( Dear Sefians,
In RC Framed structure, for e.g., beam B is resting on midspan ... |
| Topic: performance evaluation of existing and new buildings |
Bharathhassan
Replies: 3
Views: 3263
|
Forum: SEFI General Discussion Posted: Mon Apr 22, 2013 3:39 am Subject: performance evaluation of existing and new buildings |
Dear Sir
Refer ATC-40
Regards
BHARATH
On Mon, Apr 22, 2013 at 8:10 AM, Avinash Gornale <forum@sefindia.org ( dear all,
do we have any codal procedures to evaluate the perf ... |
| Topic: Difference between corrugated beam & castellated beams |
Bharathhassan
Replies: 6
Views: 6240
|
Forum: SEFI General Discussion Posted: Fri Apr 05, 2013 10:26 am Subject: Difference between corrugated beam & castellated beams |
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 de ... |
| Topic: Difference between corrugated beam & castellated beams |
Bharathhassan
Replies: 6
Views: 6240
|
Forum: SEFI General Discussion Posted: Fri Apr 05, 2013 10:12 am Subject: Difference between corrugated beam & castellated beams |
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 whil ... |
| Topic: How to remove instability in Staad for steel structures. |
Bharathhassan
Replies: 13
Views: 18766
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Feb 05, 2013 9:15 am Subject: How to remove instability in Staad for steel structures. |
If you provide node at bracing intersection then how can it transfer the axial forces ?you are allowing moment in them by providing the node.
Ok , But the length of the member becomes more the mem ... |
| Topic: How to remove instability in Staad for steel structures. |
Bharathhassan
Replies: 13
Views: 18766
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Feb 05, 2013 9:06 am Subject: How to remove instability in Staad for steel structures. |
1. keep the top and bottom chord member as non-truss element only.
Did in model
2. Do not give the wind load as point load at nodes, make it UDL and apply it on purlins.
Applied only self ... |
| Topic: How to remove instability in Staad for steel structures. |
Bharathhassan
Replies: 13
Views: 18766
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Feb 05, 2013 8:12 am Subject: How to remove instability in Staad for steel structures. |
1. why hinge support is provided at other end ?
Its existing column .ok
2. Avoide the node at the bracing intersection.
Then i need to provide A bracing
3. Check with orientation of t ... |
| Topic: How to remove instability in Staad for steel structures. |
Bharathhassan
Replies: 13
Views: 18766
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Feb 05, 2013 4:59 am Subject: How to remove instability in Staad for steel structures. |
Dear SHISHIR S. KADAM
As per your suggestion i have modified the staad model but i am still unable to remove eliminate the instability .
As per your point 1 if i make top and bottom chord member a ... |
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