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Author Message
  Topic: Doubly reinforcement
p_kadam

Replies: 4
Views: 4693

PostForum: 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: 15558

PostForum: 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: 4511

PostForum: 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: 3185

PostForum: 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: 28427

PostForum: 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: 28427

PostForum: 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: 28427

PostForum: 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: 28427

PostForum: 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: 4103

PostForum: 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: 2884

PostForum: 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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