Concept of Effective Length Factor for Column Design | Manual Calculations ; Verify from Software |

[@Pylon_Design]

Thank You 💐 Informative 💐

[@analysisdesignstudio3363]

Thanks for Appreciation. Keep watching and sharing. ❤️

[@aqsaneaz7904]

Very helpful video. Pls upload more videos of steel structures especially connection design.

[@analysisdesignstudio3363]

Thanks Aqsa for appreciation. I have uploaded 3 videos of connection design using idea statica of the steel shed designed in Midas Gen.. In Sha Allah i will upload more... Please like subscribe and share with your circle...

[@ahmedhyd867]

Very much helpful, thanks

[@analysisdesignstudio3363]

Thanks for appreciation..

[@sirabetjonson]

Very effective teacher you are sir!

[@analysisdesignstudio3363]

Thanks for appreciation.. Please share as well

[@umraizsaifi8769]

this video has cleared my doubts . thank you bro. may your channel get millions subscribe . keep uploading the videos

[@analysisdesignstudio3363]

Thanks brother for loving my efforts.. In Sha Allah in future,, more videos will be there ..

[@umraizsaifi8769]

@@analysisdesignstudio3363 In sha Allah

[@aravindhanvinayagam2430]

Thank u sir, please upload more videos related to steel structure and give explanation IS 800 clauses

[@analysisdesignstudio3363]

Thanks Aravindhan for appreciation.. As I live in the region where american code Aisc is frequently used. Thats why I make videos using this. But I will make videos on indian code as well soon...

[@Godfather_Rolex1992]

Hi sir..I have doubt..column is UC 254*254*89 and beam is Ub then can you show us the calculation for kz value ...

[@analysisdesignstudio3363]

Hi... Yes . But please make a hand sketch of members connecting at a joint showing length and orientation as well. Email me @ [e-mail]. i will send u the calculatns

[@ahmedyaqub2377]

Sir, How can I prevent cracks in non-loading partition walls due to deflected steel structural beams' interaction, please could you help me?

[@analysisdesignstudio3363]

As per your condition, wall under beam not likely to be damaged, so deflection limit need to be more strict like L/480 or depending on the code/spec you are following

[@KHURRAMALIADAM]

VERT WELL EXPLAINE

[@analysisdesignstudio3363]

Thanks for Sharing. Keep Sharing !

[@shoaibalam7555]

👍👍👍

[@ahmedhyd867]

Are they previously assigned or calculated by software in case of Ky and Kz, plz explain

[@analysisdesignstudio3363]

Cant get ur question ..

[@ahmedhyd867]

In first case after performing design u got the parameters Ky=1.5 and Kz =.64 Is it assigned manually or calculated by software .

[@analysisdesignstudio3363]

They are calculated by software itself