| Author |
Message |
 Topic: Early Heat of Hydration |
tnshreesh
Replies: 3
Views: 11344
|
 Forum: Past Discussions Year 2006 Posted: Sat Dec 30, 2006 6:05 pm Subject: Early Heat of Hydration |
Dear sangeetha
If the placing temeprature of concrete shall be around 25 deg which can take
care early heat of hydration.
shreesh
Posted via Email |
| Topic: Column design |
tnshreesh
Replies: 4
Views: 34644
|
Forum: Past Discussions Year 2006 Posted: Sat Dec 30, 2006 6:01 pm Subject: Column design |
Sangeeta
I am looking for design of columns subjected to tension and biaxial bending.
regards
shreesh
Posted via Email |
| Topic: Column design |
tnshreesh
Replies: 4
Views: 34644
|
Forum: Past Discussions Year 2006 Posted: Thu Dec 28, 2006 5:14 pm Subject: Column design |
âHI
Kindly furnish me reference to design columns subjected to tension and Biaxial bending as per IS in limit state method.
Can we design the column subjected to tension and biaxial moment using st ... |
| Topic: Lateral loads in framing system with Shear Walls and |
tnshreesh
Replies: 0
Views: 2433
|
Forum: Past Discussions Year 2006 Posted: Sun Oct 15, 2006 2:54 am Subject: Lateral loads in framing system with Shear Walls and |
Dear Refugio
Please clarify , if we carry out P-delta analysis , Is slenderness moment as
per code has to be taken while designing?
shreesh
Posted via Email |
| Topic: Reg-Hyperbolic cooling tower design |
tnshreesh
Replies: 2
Views: 3738
|
Forum: Past Discussions Year 2006 Posted: Wed Oct 11, 2006 2:39 am Subject: Reg-Hyperbolic cooling tower design |
Dear supriya
I think there is no specific book on hyperbolic cooling towers. You can
refer Avanced RCC by Krishna Raju. There is IS and BS codes. You can find
eloborate details in VGB guide lines
Al ... |
| Topic: PH OF CONCRETE |
tnshreesh
Replies: 2
Views: 3410
|
Forum: Past Discussions Year 2006 Posted: Sun Apr 16, 2006 2:14 pm Subject: PH OF CONCRETE |
²Hi
In order to access the quality of RC structure PH value has been determined. What should be the permissible value of PH value to say that concrete is good.
regards
shreesh
Posted via Email |
| Topic: Growing of pile |
tnshreesh
Replies: 0
Views: 2615
|
Forum: Past Discussions Year 2006 Posted: Tue Feb 14, 2006 2:40 pm Subject: Growing of pile |
Hi SEFIANS
In one of the projects pile has to be build up by 1.5 m to 2 m above cutoff level . Kindly let me know that at joint , is any special precaution has to be taken like applying Epoxy adhesiv ... |
| Topic: Permissible values |
tnshreesh
Replies: 3
Views: 10859
|
Forum: Past Discussions Year 2005 Posted: Fri Dec 16, 2005 2:39 am Subject: Permissible values |
Thanks Daljeet
But i could not find permissible limiting values for chlorides and sulphate
content in fine and coarse aggregates. Any other reference ?
regards
shreesh
Posted via Email |
| Topic: Permissible values |
tnshreesh
Replies: 3
Views: 10859
|
Forum: Past Discussions Year 2005 Posted: Thu Dec 15, 2005 3:13 pm Subject: Permissible values |
šHi SEFIANS
Can you pl help me which IS code gives the permissible values to compared for tests results of coarse and fine aggregates.
regards
shreesh
Posted via Email |
| Topic: Message from vshreesh |
tnshreesh
Replies: 0
Views: 6510
|
Forum: Past Discussions Year 2005 Posted: Mon Nov 21, 2005 2:37 am Subject: Message from vshreesh |
Hi SFIANS
Pl clarify the following:
1) Is Bentonite slurry used for piling works Harmfull ? Is there any methodology for disposal of the same .
2) How to carry our transient dynamic analysis for Tu ... |
| |
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