Modeling and Analysis of PSC I Girder Bridge | Bridge Design | Bridge Analysis | Civil Engineering

[@midasITCivil]

Visit our midas Bridge blog and find more webinars!: hubs.ly/H0FLVT_0

[@sadkbenli3145]

Thıs webınar would be very useful for me.Many Thanks.Have a wonderful day.

[@lasktrob2715]

Can you elaborate the basis of Tendons allocation by the software on the girder and does it include the live load computation before stressing or after stressing.

Thanks for video. I have some questions. Why you did poss tension ( pretensioned?) and what is the meaning of continuous girder? Arent they simple prestressed beam ? And behave like a moment release beam?

[@realmetrix7050]

Thank you for d lecture. Awaiting for d design part. Stay safe!

[@dexteranislag1266]

Meron po kayong tutorial ng naka nodes? hindi wizard. at naka model ang abutments at foundations (pile cap & Bored Piles)

[@Mini3885]

Thank you for a kind explanation. How can I get AASHTO SECTIONS.PDF.

[@sruthikrishnaks9954]

Can anyone please explain how to give reinforcement details in bridge

[@BTSARMY-np5qx]

I tried to follow your steps. But it shows error while performing analysis. It says 'volume surface ratio for each part of the composite section must be greater than zero"
Can you help me with that?

[@viralcat-w4x]

Try to use a code for time dependent material (C&S) CB-FIP(2010), there, you can input 1 m for notional size of member as a preliminary

[@BhupendraSingh-ee5zy]

Which software????

[@rishavprasad5013]

Midas CIVIL

[@midasITCivil]

@@rishavprasad5013 Thanks Rishav

[@nedsonkaunda5927]

Very nice lecture though the speaker forgot the english audience at times...

[@ravishankarkumar7315]

Thank you mam

[@K_MOJADDIDY]

great

[@vahidrezasharafkhan394]

The Quality of sound is very bad.

[@ankalasaibaba]

Very good. but pronunciation could have been better

[@ariesbadidles2006]

She has good pronunciation but she's not using pure english. She used mixed english and tagalog all throughout the video.

[@nedsonkaunda5927]

@@ariesbadidles2006 Agree 100%, otherwise not bad.. I was lost in translation also...

[@danericsonprudencio1822]

choosy kapa.