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+--- Thread: force postensioning (/thread-3758.html)
force postensioning - unamuno - 09-17-2009
Hi, I have a bridge of postensionig concrete, this bridhe have a span 20m and I have characteristics of this span. I required the characteristics for 35m span, Is there a simple procedure for a preliminary design.
Please help me
Regards
Unamuno
PD.-I have the postensionig force for 20m span
RE: force postensioning - oram - 11-01-2009
try to help him.
Regards,
Oram
RE: force postensioning - kowheng - 11-01-2009
Let's try my worksheet at:
Code:
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***************************************RE: force postensioning - oram - 11-01-2009
Dear Kowheng
I want to design Bridges but currently I have no opportunity to design them because my firm just design building structures.
So what I do now.
Regards,
Oram
RE: force postensioning - kowheng - 11-01-2009
Dear Oram,
I don't know.
You ask us for 35m span girder interim design, I gave you an alternative solution.
Regards,
RE: force postensioning - tarugo - 11-18-2009
(11-01-2009, 07:22 AM)oram Wrote: Dear Kowheng
I want to design Bridges but currently I have no opportunity to design them because my firm just design building structures.
So what I do now.
Regards,
Oram
it seems that your request and questions are unclear and thereby causing confusions to our moderators and members. please try to make your statements clear