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| Author |
Message |
 Topic: Post tensioned slabs |
sahi
Replies: 45
Views: 55880
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 Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Mon Dec 22, 2008 8:58 am Subject: Post tensioned slabs |
For Interior col. take them straight. For end column if not
practicable U may curve then. Col. + Slab act as monolith concrete
unit. No concenteration of forces due to cables.
On 12/22/08, kajal. ... |
| Topic: Moment transfer columns to slabs |
sahi
Replies: 11
Views: 23871
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Mon Dec 22, 2008 8:51 am Subject: Moment transfer columns to slabs |
ADD to shear as you said. At least it will be conservative.
On 12/22/08, vaisakhg <forum@sefindia.org> wrote:
Sir,
I came across a confusion whether the moment transfer from slabs to column ... |
| Topic: PT flat slab - drop panel, edge beams and design |
sahi
Replies: 4
Views: 12690
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Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Mon Dec 22, 2008 8:44 am Subject: PT flat slab - drop panel, edge beams and design |
There are two parts of discussion. One is for Dr & prof in IITs. Other
is field construction. for discussion and written articals you should
listen Dr of IIT who have not seen many slabs.
If yo ... |
| Topic: Practical problem in flat slab |
sahi
Replies: 4
Views: 9382
|
Forum: E-Conferences-2008 [ Flat Slab Design issues ] Posted: Mon Dec 22, 2008 8:31 am Subject: Practical problem in flat slab |
Grout the part already cast. Clean the bare part of slab (sand paper
etc) on day before casting. Cement sllury coat can be applied on bare
cables ater tensioning for fprtection.
On 12/22/08, sany ... |
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