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Great explanation!! Thank you

Great introduction to prestressing

Amazing

An excellent tutorial

what is residual camber in composite steel girder kindly clarify

Thank you for the great video!

Thanks for the explanation. Are you saying ductility factor only applies when the time period is more than 0.6 sec?

Amazing ! You made it so much simpler. Thank you

Thank you

If you can, please explain the design and construction of the post tension structure?

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Thank you for sharing knowledge sir

Beautiful

Years of training summed up with 10minutes lecture

IT is best and detailed explanation about Fatigue load limit state. i am really say to you thanks

Dear sir... How much actual deflection are observed for different bridges like rcc crossing bridge, etc

Thank you. How do we obtain fps? Please

I am a mechanical engineer doing some seismic work on a vessel base frame. You, civil engineers, need a lot of imagination to understand these concepts of ductility and seismic rules I would say.

Well explained

Dear sir could pleas make videos on CSI Bridge ?

Perfect!

Thanks for the explanation

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Sir please if any videos has been recorded on fatigue analysis of steel concrete composite beams please send

Thanks sir for support

Thank you so much

best explanation

Beautiful explained....Lecture

Hats off

how can you define "exposure" and "vulnerability" in earthquake engineering.What do you think.

Interesting work! Thanks for sharing

excellent

Currently, the series is available on Thinkific through the following link: spannovationschool.thinkific.com/courses/fundamentals-of-seismic-engineering-lecture-series

Please uploas all 4 webinar on internet sir

Can you explain for a fixed ended structure

thanks

Hi sir, Can the matched response spectrum(of a certain time history ground motion record) be used as an alternative seismic input instead of the design response spectrum(target) from the code?

Please doctor what about the point in the spectrum when T=0 sec? We can't use the equation A=u*w2 in this case right?

Please make private video public sir

Well explained. I do have two basic questions. Firstly, during the design stage what are the detail categories mentioned in AASHTO do I need to consider when designing steel box girders and I-girders? My second query is, for railway bridge design, can I use the provisions of AASHTO on fatigue loadings which is 15% increase in wheel load including IM or is there a provision in AREMA to determine the fatigue load from trains? Thank you.

Great Video- Loved your explanation to make it more rational, Hats off to AASHTO for reducing confusions, unlike others in a similar role on Building Side, You did a great job explaining. This is what I would say a Unified Approach- Meaning regardless of user - The answer would be the same. Instead of being judgemental and/or having answers to the same question to the different users all over the place. in that sense, I would say AASHTO is more deterministic than the rest of the organization in a similar position. I would also say that this outcome also requires better and confident Engineers on Committees.

Wonderful mr maen abdulhaq you are intelligent, please send me the pdf lectures please

Very Well Explained. Worth admiring !!

Thanks for your video, is it possible to include part of live load deflections in to camber, so that you can reduce the total deflections in the structure, e.g. Camber = Dead Def. + 20% Live def.

The closing note from Pakistani friend is really True. You guys took time for us. Thanks for the webinar. Looking forward for next live webinar

The Basoli bridge is close to my hometown in J&K

Being a doctor is a good thing but bridging the gaps is better "My perception: Engineers vision"

Working with creativity definitely takes lesser time. It's still sad that we r judged by working hours

Cricket thing was relatable 😄