sir, can u pls explain the supporting arrangement of cable tray , because we can provide bracing for that arrangement, how can we control the sway for those member, and also explain IS-1893 special cls. specifically for steel structures it will help lot
Concepts are fine. Additionally should we consider span of the structure to place major axis of I section? In your example more span side should be located major axis of I section??
@@TonmoyMaity for example, for PEB structure longer span direction only we providing major axis of I section. Whereas minor axis of I section in smaller span. Am I correct???
What if we also provide a moment connection along the long direction by using end plate to connect column flanges to beam flanges instead of a shear connection? still, bracing required?
I'm really learning a lot from you sir! Please don't stop making videos like this! You're helping a lot of civil engineers!
glad you like it
Excellent work, I have a question please.
What is the effect forces on the anchor bolts holding end plate
This video is a treasure for every Structural Engineer, thanks a lot for making this
🙏
I feel lucky to find this channel, all the concepts are well explained..thank you so much🙏
Glad to hear that it has helped you 🙏
Awsome bro
You are like a blessing to those who really need such in-depth explanations.👏
Glad you think so!
Any book to learn concepts like these?
Mind blowing explanation
Thank you so much 😀
Very nicely explained. Pl. Explain pin joints , fix joints , how the liaf transfer through this.
will try
Thank you for your valuable information. your all videos are very informative....
Glad you like it
sir, can u pls explain the supporting arrangement of cable tray , because we can provide bracing for that arrangement, how can we control the sway for those member, and also explain IS-1893 special cls. specifically for steel structures it will help lot
One more question please arrange the bracing on the DS/ES steel structure 😅
we are really thankfull to you🙏
Very useful knowledge
Glad you like it
like always extraordinary thanx for the support sir.😊
Glad to hear from you.❤️
Thanks for providing such valuable information
Glad you like it 🙏
What a explanation...keep rock ❤️
Glad you like it ❤️
Concepts are fine. Additionally should we consider span of the structure to place major axis of I section?
In your example more span side should be located major axis of I section??
Not span...based on loading it is decided 🙏
@@TonmoyMaity for example, for PEB structure longer span direction only we providing major axis of I section. Whereas minor axis of I section in smaller span.
Am I correct???
incredible, thanks!
Glad you like it
crystal clear explanation!!!!!! thank you
Glad you like it 🙏
Good Explanation 👍💯
Thank you Dear
Good
🙏
Superb explanation!!!
Glad you like it 🙏
how to take frame spacing ratio can u explain
Thank you very good explanation
Appreciate your support Madam
What if we also provide a moment connection along the long direction by using end plate to connect column flanges to beam flanges instead of a shear connection? still, bracing required?
No. The longitudinal forces will be transferred to adjacent columns to solve the purpose of bracings
NICE SIR DO YOU HAVE ANY ONLINE CLASS REGARDING STEEL DESIGN
No, sorry
Expecting more videos
Oh sure
Any book to learn concepts like these?
ha ha ha...i have learned only by experiencing
Waiting for solidity ratio sir ?
It's coming
@@TonmoyMaity 🤘🤘
Any book to learn concepts like these?