#47 | Module-IV | Lecture 13 | Effective Length of Column Part 2 | RCC By Rehan Sir

[@johnsandx5094]

great teacher , great teaching. Sir should get a good duster i think from channel

[@engineerskipathshala1111]

Join Our Telegram Group for Technical Discussion and Doubt Clarification
t.me/joinchat/L9yHzVKPOVhtBT5...

[@educationwithjoy7207]

Than you sir for providing rcc good lecture.

[@guruji7403]

Best teacher for RCC🙏🙏

[@pandavkumar5393]

Thanks sir ,Your way of explaining is very good, God bless you sir ,you will always my mentor 🙏🙏🙏🙏🙏🙏

[@125bumeshkailashchauhan7]

Rehan sir teaching is supperrrrrrrrrrrrrrrrrrrrrrr♥️

[@अतुलकुमारकाशव]

Thank you so much sir

[@Ronnnie2002]

6:29 me diagram me moment galat hai kya (direction)? sir ne twisting moment show krdiya hai, bending moment chahiye na?

[@shuvro40]

wow. explained in great details..

[@binodjena1195]

Thank you sir 😍🙏

[@theepisodes514]

Best teacher of structural engineering ❤️❤️❤️

[@priyanshu7156]

Bhai rcc h ye 🤣

[@theepisodes514]

@@priyanshu7156 structural engineering consists of som, rcc, steels structure, structural analysis 😂

[@theepisodes514]

@@priyanshu7156 you even don't know how many subjects constitute structural engineering

[@mukeshkunwar]

Thank you sir

[@Aishuraj-jx7eb]

❤

[@rajendrakumar8306]

Sir please steel bhi padha dijiye

[@shubhamkumarsingh3449]

Thank you Sir, 1st Comment🥰🥰

[@sudarshannikam5243]

Thanks Sir, Sir agar column me bending rahega to Compression ke sath TENSION rahenahi chahiye , Case iii rd me bending ke sath "NO TENSION" kya concept hai , Please clear my doubt.
Second thing , agar strain diagram me netural axis pull down kiya to max strain 0.0035 kyu kum honi chayiye, matlab geometrically dekha to traingle ki height (strain 0.0035)vaise hi constant rahe sakati thi. Kya sir ye concrete ki compression me natural behavior ke karan 0.0035 kum ho rahi hai? Please explain sir.

[@Aankush802]

nice sir.......

[@atmayadav1169]

Thanku sir

[@shubhamkumarsingh3449]

Sir please upload the lectures timely 🙏🙏

[@RahulSharma-xb6zd]

1 pr axially loaded column he

[@sanjaykumarrekwal2208]

Thank you so much sir

[@mukeshkunwar]

thank you sir