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sir i am also from jadavpur university , civil final year, 7th semester

sir i am also from jadavpur university , civil final year, 7th semester

In BM calculation effect of UDL is not taken into account

nice lecture

Rb value shall be 177 KN

osm sir

Sir how the tavg coming as 31.03? 5:19

Hello sir IF there is axial force and horizontal force and horizontal force higher than axial then how can design base plate

sir for the same column if we want to decide a anchor fastener size please make a video

Mere gurudev ❤

Sir how to design main bridge girder of the EOT crane.

Sir your explanation is too good to understand.

Thank you Sir for blessing us with this video ❤️

Zpz1 value is 737.9x16^6

Hi sir Is zpz1 value is correct

Hi sirr.. Thanks a lot for this video sir Calculation of CG and MI step is confusing sir

Wish to continue your lectures sir

Sir class continue korun ...darun hochilo

The difference between Indian professors and those from the first world is that the latter teaches for understanding and the former for marks in some bloody examination..

One question Sanjay da... Bearing strength of concrete shall be calculated based upon IS 456,right?

Dr. where can I reach you via email.

Sir please do a session on circular base plate design

The lacing strength comes out to be 11.846 KN.

Thank you sir

Thank you Sir

Dr Sanjoy, thank you very much. I am on my first real independent project and your videos have been very helpful!

Best lecture on gantry girder on you tube 👍👍 thanks sir

Sir, during the calculations of moment over the gantry girder you did not considered the udl (3.45KN/m).

Great video, amazing Content, thank you the showing the codes.

Thank you sir. This is very important video for me.

RB =177KN ;RA=483KN

It will be better if it is designed for two cases 1) Compression, moment and lateral with stiffners 2) Tension, moment & lateral with stiffners.

Dear Sir How did you find RB. It would be helpful pls reply sir Thanking you sir

Sir, when you calculating moment about c.. I think you forgot to consider the udl that is 3.45kn/m...

Sir apnar gantry column ar upor lecture pela bhison bhalo hoi.. apnar video gulo bhison help full..

Dear sir, thank you for such videos. And I've a question from long time that truss members being connected by bolt vs weld? And IN fixed or pinned connection which is the best for the steel column for truss structure vs concrete with steel column?

Plz make lecture on anchor bolt design...

Thank you very much sir.. Got clarified🙏

Sir, for udl did we take self wt of crane or crane capacity?

Thankyou

But sir we see it is in IS 456 it is parabolic curve

sir, in the last problem of the rigid joint frame, in the free end of the cantilever portion why the vertical force is neglected? And the no.of sways excluding the cantilever is 3 but how it is 3 this portion was not clear to me.

Why channel is required?

Sir in the UVL problem (SF) at x=L is coming as (-3wL/4).

Sir...how did you get 168.9 as interpolation result in step 8 (buckling resistance check)

Sir pls provide notes in pdf format ... Upload the notes it's very helpful

Very bad layout

Sir pdf 🙏

From where did we get Ixx value in Elastic section modulus calculation sir

Vielen Dank und gute Arbeit