| Author |
Message |
 Topic: Doubly reinforcement |
p_kadam
Replies: 4
Views: 5506
|
 Forum: SEFI General Discussion Posted: Sat Feb 18, 2012 11:51 am Subject: Doubly reinforcement |
slabs-Singly reinforced for span moment, doubly reinforced at support as part of bottom reinf continued at support. Any problem ?Since continuous over support, deflection may not be a problem.
Regard ... |
| Topic: design and calculation of stairs... |
p_kadam
Replies: 8
Views: 17130
|
Forum: SEFI General Discussion Posted: Mon Mar 07, 2011 12:14 pm Subject: design and calculation of stairs... |
Dear all,
May like to see staircase riser/tread table.
Regards,
P Kadam
From: vikram.jeet <forum@sefindia.org>
To: general@sefindia.org
Sent: Thu, 3 March, 2011 4:45:08 PM
Subject ... |
| Topic: Torsion design for RC columns |
p_kadam
Replies: 5
Views: 5194
|
Forum: SEFI General Discussion Posted: Tue Nov 18, 2008 6:48 pm Subject: Torsion design for RC columns |
Dear friends,
Is the torsion because of Master-slave technique whereby rotation about x-axis(vertical) of column members of same magnitude being imposed on all columns? Will torsion disappear if sl ... |
| Topic: Distribution Reinforcement |
p_kadam
Replies: 3
Views: 3806
|
Forum: SEFI General Discussion Posted: Fri Nov 14, 2008 8:07 am Subject: Distribution Reinforcement |
0.06%
regards,
P Kadam
"ravi.se.guj" <forum@sefindia.org> wrote:
Considering slab thickness of 150mm, distribution reinforcement to be provided is 0.12 % of gross c/s area o ... |
| Topic: cantilever slab of 2.5 from the beam bottom |
p_kadam
Replies: 42
Views: 32316
|
Forum: SEFI General Discussion Posted: Fri Nov 14, 2008 8:02 am Subject: cantilever slab of 2.5 from the beam bottom |
Pl see Mr Vipul's reply.
regards,
P Kadam
"sdec.in" <forum@sefindia.org> wrote:
[quote] Dear Kadam
In case 1m opening is wide enough to cover one complete side or edge, it is ... |
| Topic: cantilever slab of 2.5 from the beam bottom |
p_kadam
Replies: 42
Views: 32316
|
Forum: SEFI General Discussion Posted: Thu Nov 13, 2008 6:16 pm Subject: cantilever slab of 2.5 from the beam bottom |
b) For slab of dimensions say 3mx4m supported on all four sides except say 1m portion on the periphery.
regards,
P Kadam
"sdec.in" <forum@sefindia.org> wrote:
[quote] Sorry, s ... |
| Topic: cantilever slab of 2.5 from the beam bottom |
p_kadam
Replies: 42
Views: 32316
|
Forum: SEFI General Discussion Posted: Thu Nov 13, 2008 7:02 am Subject: cantilever slab of 2.5 from the beam bottom |
What about b) in my post ?
regards,
P Kadam
"sdec.in" <forum@sefindia.org> wrote:
[quote] Dear Kadam
I dont think you should compare the case of a slab with opening to the ca ... |
| Topic: cantilever slab of 2.5 from the beam bottom |
p_kadam
Replies: 42
Views: 32316
|
Forum: SEFI General Discussion Posted: Wed Nov 12, 2008 8:28 am Subject: cantilever slab of 2.5 from the beam bottom |
Dear friends,
What would you call the following ?
a) Opening in the slab with strengthening reinforcement around the same.
b) For slab of dimensions say 3mx4m supported on all four sides exce ... |
| Topic: design |
p_kadam
Replies: 4
Views: 4778
|
Forum: SEFI General Discussion Posted: Wed Nov 05, 2008 6:42 pm Subject: design |
Dear Mr Manas Jyoti,
There is very good book on tanks & silo by Prof Rajagopalan(IIT Madras, Publisher Oxford I think). Check if available. If no, send your postal address to p_kadam@vsnl.com (ib ... |
| Topic: About SEFI moderation and other issues.... |
p_kadam
Replies: 3
Views: 3424
|
Forum: SEFI General Discussion Posted: Fri Oct 24, 2008 9:18 am Subject: About SEFI moderation and other issues.... |
Dear friends,
Why isolate young engineers for being over inthusiastic?
regards,
P Kadam
vijaya_vittal <forum@sefindia.org> wrote:
[quote] It is true that all the structural engineers ... |
| |
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