Prestressed Concrete (Stress Analysis) PC3

[@eddyatumonyogo1270]

What is the effect of post tensioned flat slab on Columns in a high rise building. Are there additional horizontal stresses on the columns as a result of the post tensioned force.

[@chi269]

Thanks a lot for this video. It cleared many of my doubts. Thanks a lot

[@relaxingtunes12]

Have fie pdf ?

[@DrMouhamadouAMAR]

Very interresting sir. Thank you for all your help. A Civil engineering student from France

[@studywithaj1008]

Abe tu France me home ke bad bhi itna kala kaise hai

[@anupshres007]

Dherai Dherai Dhanyabad tapaiko yo video lecture ko lagi

[@nqobilemzila2085]

How did you get the -0.83MPa and +9.17MPa?

[@dhinesht9189]

tnx for this introduction.very clearly explained...sir tnx once again..

[@edwardrodriguez897]

Sir Rabin, i'm studying the effect of parabolic tendons, and i have a question.
I'm using the Equivalent Load method for get a moment diagram from a "Wequivalent", but i compared that diagram with the moment diagram obtained by "P*e" and this is bigger than "Wequivalent" diagram.
Why does that happen?

[@dharsen91]

very nice explanation sir. My first comment in youtube...

[@k1guruprasad]

Thank You for the video...Appreciated !!

[@asdfghjkl13069]

very veryyyyyyyyyyyyyyyyyyyyyy veryyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyyy veryyyyyyyyyyyyyyyy helpful ........ i am go through each video twice or trice ......... and my basic concept is crystal clear......... now what i hv to do is go through code to know the codal provision ........ but basic concept is crystal clear ........... thanx sir

[@franciscovasquezramirez5705]

Mny thaks from Bolivia