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Author Message
  Topic: Special Confining Reinfoecement as per IS:13920-2016
sknsrinivasan

Replies: 1
Views: 264

PostForum: SEFI General Discussion   Posted: Tue Apr 02, 2019 4:15 am   Subject: Special Confining Reinfoecement as per IS:13920-2016
Dear shakil

your option one is having more confining stress than option 2 so as per my opinion first one is good

you have to provide internal links same dia of bars and spacing you refer D ...
  Topic: Pile Cap Design
sknsrinivasan

Replies: 38
Views: 32040

PostForum: SEFI General Discussion   Posted: Thu Jan 11, 2018 8:30 am   Subject: Pile Cap Design
Dear all
I have one doubt in Pile cap Design. In pile cap whether Top Reinforcement Necessary or Not (If the pile cap depth is lees than 1M) If there is any Necessary of providing Top Reinforcement ...
  Topic: Two way slab
sknsrinivasan

Replies: 21
Views: 9436

PostForum: SEFI General Discussion   Posted: Mon May 15, 2017 4:08 am   Subject: Two way slab
Dear all
I have one doubt in Two slab design . my slab size is 5.3X 6.25mts the slab boundary condition is all edges are discontinuous I have given slab thickness 200mm and loading live load 4KN/sq ...
  Topic: FOUNDATION DESIGN
sknsrinivasan

Replies: 16
Views: 9235

PostForum: SEFI General Discussion   Posted: Tue Feb 28, 2017 3:54 am   Subject: FOUNDATION DESIGN
Dear sir
In Staad Mx is Torsion that means local X axis parallel to node to node. Local Z and Y axis major and minor axis moment Respectively My opinion the footing major and minor axis should co ...
  Topic: RCC column with Axial Load and Biaxial moment (As per IS:456
sknsrinivasan

Replies: 43
Views: 60791

PostForum: SEFI General Discussion   Posted: Mon Feb 27, 2017 4:08 am   Subject: Re: RCC column with Axial Load and Biaxial moment (As per IS:456
Dear sir

I have checked your excell sheet In that one fck upto 30 only given cau provide fck value upto M50 grade of concrete? if it is possible please update it and send

Regards
N.Srinivas ...
  Topic: FOUNDATION DESIGN
sknsrinivasan

Replies: 16
Views: 9235

PostForum: SEFI General Discussion   Posted: Mon Feb 27, 2017 3:45 am   Subject: FOUNDATION DESIGN
Dear K.N Sheth sir

I have one doubt in your basis3. Basis for Proportioning:
𝐑𝐲 + (ϒ𝐛 𝐱 𝐃𝐟)∗𝟏.𝟏𝐋𝐟 ...
  Topic: column vertical lapping
sknsrinivasan

Replies: 8
Views: 4435

PostForum: SEFI General Discussion   Posted: Tue Nov 22, 2016 8:52 am   Subject: column vertical lapping
Dear Kumar

I think you are not getting my question I know very well when we have to design the shear wall as per IS 13920 The answer is if the building falls in zone III,IV and V
I am not askin ...
  Topic: column vertical lapping
sknsrinivasan

Replies: 8
Views: 4435

PostForum: SEFI General Discussion   Posted: Tue Nov 22, 2016 5:36 am   Subject: column vertical lapping
Dear Kumar

Thank you very much for your Reply

I have another doubt This is already discussed here. In Maivan wall or Shear wall ( normal zone) what is the minimum percentage of verical steel ...
  Topic: column vertical lapping
sknsrinivasan

Replies: 8
Views: 4435

PostForum: SEFI General Discussion   Posted: Mon Nov 21, 2016 11:31 am   Subject: Re: column vertical lapping
Dear Kumar
I did not get your Reply. I request you please give your Reply clearly

Regards
N.Srinivasan



Dear all

I have one doubt in column vertical Reinforcement lapping zone in N ...
  Topic: column vertical lapping
sknsrinivasan

Replies: 8
Views: 4435

PostForum: SEFI General Discussion   Posted: Mon Nov 21, 2016 5:23 am   Subject: column vertical lapping
Dear all

I have one doubt in column vertical Reinforcement lapping zone in Normal Detailing
SP-34 Showing at the floor level but IS456-2000 mentioned Where splices are provided in the-reinforc ...
 
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