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Author Message
  Topic: Can we use Precast Floor Slabs?
manieck2010

Replies: 16
Views: 24362

PostForum: E-Conference on Tall Buildings   Posted: Wed Nov 28, 2012 9:44 am   Subject: Can we use Precast Floor Slabs?
Dear All,


Yes we can use precast prestressed hollow core slab for highrise building with proper topping as per diaphragm design. But we have careful at some points which are described in NZS rese ...
  Topic: EXCEL programs for civil engineers
manieck2010

Replies: 143
Views: 88668

PostForum: SEFI General Discussion   Posted: Mon Jul 18, 2011 10:39 am   Subject: excel
hey,
here no attachment. Kindly send excel manieck2010@gmail.com.


Manish Khandelwal
  Topic: Precast Panels
manieck2010

Replies: 11
Views: 5762

PostForum: SEFI General Discussion   Posted: Tue Mar 22, 2011 4:37 am   Subject: precast
dear,

I have mailed.



Manish
  Topic: Precast Panels
manieck2010

Replies: 11
Views: 5762

PostForum: SEFI General Discussion   Posted: Tue Mar 22, 2011 4:10 am   Subject: Precast Panels
Dear,

1. Please mention your email id sothat i can send precast slab thk document.

2. Connection detail should be provide by structural consultant.

3. Grouting required for connecting both un ...
  Topic: Precast Panels
manieck2010

Replies: 11
Views: 5762

PostForum: SEFI General Discussion   Posted: Mon Mar 21, 2011 4:48 pm   Subject: precast
Dear,
Actually we use reinforcement mesh in precast panels with leaving some connection dowels both in precast unit and cast in situ unit. After putting precast unit on wall you have to connect both ...
  Topic: Precast Panels
manieck2010

Replies: 11
Views: 5762

PostForum: SEFI General Discussion   Posted: Mon Mar 21, 2011 1:36 pm   Subject: Precast Panel
I think it should be precast concrere slab may be hollow core slab or without hollow core. You have to check connection detail between HSD tank wall and precast slab. For connection sufficient dowel m ...
  Topic: Calculation of (Ah) as per IS:1893 (I) 2002
manieck2010

Replies: 9
Views: 3811

PostForum: SEFI General Discussion   Posted: Fri Dec 31, 2010 6:37 am   Subject: calculation of Ah
Dear Sir,

I think your building height is no so high. Seismic force will hardly govern for G+1 storey. Your time period is juct near to 1 so for worst condition you can use Z/2.



Regards ...
  Topic: Footing for Brick masonry wall
manieck2010

Replies: 12
Views: 8756

PostForum: SEFI General Discussion   Posted: Wed Sep 08, 2010 6:35 am   Subject: Footing for Brick masonry wall
Hello,
But for lateral stiffness we can give a tie beam at pile cutoff level and can be reduce no. of pile.




Regards
Manish Khandelwal
  Topic: Instability at joints
manieck2010

Replies: 12
Views: 10029

PostForum: SEFI General Discussion   Posted: Mon Sep 06, 2010 9:40 am   Subject: truss
Hello,
Check your wind load. In both case its applied in same direction in your staad. Yr column height is about 8m then lateral bracing also required.



Regards
Manish Khandelwal
  Topic: SUPPORT CONDITION
manieck2010

Replies: 3
Views: 2114

PostForum: SEFI General Discussion   Posted: Tue Jul 27, 2010 5:18 am   Subject: support condition
how can we ignore moment in footings due to eartquake if building situated in earthquake zone 4 or 5.




Regards
Manish Khandelwal
 
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