Seismic Analysis by Equivalent Static Analysis Method Using IS:1893 (Part-1) 2016

[@RKKidsandVlogs]

Digital Concept oriented teaching with standard code reference. Excellent sir.

[@visualcivil]

Many thanks. Keep watching

[@ranjansonparote9625]

Another masterpiece from Visual Civil.

[@PankajSingh-me4th]

Good to see you video after long

[@visualcivil]

Thanks a Lot. Keep Watching

[@shareqinamdar8903]

Very nice explanation, however you should have splitted the total DL into DL and LL because in seismic weight calculation, we do not consider LL at roof

[@visualcivil]

Thanks for your suggestion. In another video of seismic analysis, DL and LL is separately calculated for floor and roof

[@rajanv.m.8136]

As per IS1893 part 1-2016 there is no where mention to consider cracked moment if inertia for static analysis. But some engineers in software they consider this value. This is required only for dynamic analysis. Kindly tell your view.

[@nangoromit193]

Very good. I comment your presentation

[@sagarjiwane8359]

The explanation ans visual made it look easy 🔥

[@visualcivil]

Thanks and keep watching and learning

[@yoben_]

Very nice explanation sir.really i inspired this video

[@visualcivil]

Glad to hear that. Keep watching and share the video

[@rahulpatil2854]

Best video....Thank U sir....❤

[@visualcivil]

Most welcome

[@rajanv.m.8136]

you are covering basic required for under graduate. Is it any plan to cover software like staad pro or ETABS.

[@visualcivil]

yes definitely

[@ak0766]

How to calculate floor area

[@RebekahCRAWFORD-hp5kh]

Awesome thank you for sharing

[@LeonRajJesuarulraj]

Please give acknowledgement to Dr Pankaj Agarwal for his book titled Earthquake Engineering, where this problem was solved.

[@visualcivil]

Definately, we are referring his books for the study

[@dr.anandm.gharad6840]

Excellent explanation

[@visualcivil]

Thanks a Lot. Keep Watching

[@kapildodwani6150]

nice explanation sir

[@visualcivil]

Thanks and welcome

[@anshulnikhade4363]

nice explanation

[@visualcivil]

Thanks and welcome

[@creationneverends7306]

Please make for dynamic method also 🥹

[@visualcivil]

Very soon