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  Topic: Inclined Rock Anchor
saxenaa2

Replies: 0
Views: 2663
 PostForum: SEFI General Discussion   Posted: Thu Dec 22, 2016 5:55 am   Subject: Inclined Rock Anchor
Dear All
I'm designing Inclined Post Tension Rock Anchor of 70 MT. As per received geotechnical data i have design it. In this free length is 5 meter and fix length is 8 M.

But in Inclined rock A ...
  Topic: load combination for genrating rebar in adapt PT
saxenaa2

Replies: 3
Views: 4939
 PostForum: New Members make Test Posts   Posted: Thu Dec 22, 2016 5:30 am   Subject: Re: load combination for genrating rebar in adapt PT
Dear ALL

which load combination to be adopted for generating rebar in ADAPT BUILDER. (i e service envelope or strength envelope ).
  Topic: Cracks in RMC Concrete
saxenaa2

Replies: 15
Views: 13453
 PostForum: SEFI General Discussion   Posted: Thu Sep 22, 2016 10:51 am   Subject: Re: GGBS/PFA in RMC
Sir plz send me disadvantages of GGBS in post tension slab/beam
Eng olavocarvalho,

It is not a good practice to mix the PFA & GGBS.

Try alone with PFA based cement.
The origin of both the ...
  Topic: Post tensioning slab (Crack developed in bottom of the slab)
saxenaa2

Replies: 3
Views: 3512
 PostForum: SEFI General Discussion   Posted: Sat Sep 10, 2016 5:13 am   Subject: Post tensioning slab (Crack developed in bottom of the slab)
Dear SEFIans,



FIRST BASEMENT
I have design a two way pt Slab (250mmThick with 400 mm Drop)(Strand Consumption- 4Kg/Sqm ). 8m X 8m or 8m X 10m span.Loading is 2+5 kn/m2
Bottom steel is 10 dia ...
  Topic: horizontal :Minimum radius of curvature in Bonded Post Tensioning System
saxenaa2

Replies: 2
Views: 2809
 PostForum: SEFI General Discussion   Posted: Wed Apr 13, 2016 8:19 am   Subject: horizontal :Minimum radius of curvature in Bonded Post Tensioning System
Dear All
I'm designing PT Beam with ADAPT BUILDER and i can't findanywhere information about how to define the minimum radius of curvature inBonded Post Tensioning System in horizontal
I mean, is t ...
 
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