Hii love your content! Could you please make a video on beam-to-beam moment connection load path and design example? A detailed explanation and visual illustrations would be super helpful for understanding this complex topic. Keep it up the great work!
Hi orientation of shearkey is correct here? As per your vedio, you are applying load transverse direction of plate.. here the shear area will be less. If oriented longitudinal axis so that we will have more shear area on both side that means length and height please clarify..
Sir can u please make a video on how to draw bending moment of frame or any other structure quantitative....im unable to understand the thought process to judge the bending moment of complex structure......what steps do we follow while drawing bending moment....😢i Have seen a lot of video on UA-cam but could understand properly....plzz make video sir.....🙏
Hi sir, your videos are helpful, please can you make the one video related to pipe rack because in longitudinal direction we provide pin connection with bracings and in transversa we provide moment because can not provide bracing can you please let us know if the eq is in the direction of longitudinal how the bracing can resist moment
Hi Thanks for sharing My question is can we eliminate the shear key ? Does it occur only in a pind connection? Can we eliminate this shear key by providing a fixed connection?
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wow!!! what a video. I enjoyed this video from the beginning to the end and I learned a lot
Glad you enjoyed it!
Thank you very much, sir, and I really appreciate how quickly you accepted my request. You explained very easily 👌
You are most welcome
Hello, I really learn alot from your video. Is your membership subscription still available for member videos ?
Hi..Great work..can you please make a video on moment releases..basics on the topic with examples.. Thanks!
Hii
love your content! Could you please make a video on beam-to-beam moment connection load path and design example?
A detailed explanation and visual illustrations would be super helpful for understanding this complex topic.
Keep it up the great work!
Noted
Thanks for your knowledge, very informative 👏
So nice of you
Hi orientation of shearkey is correct here? As per your vedio, you are applying load transverse direction of plate.. here the shear area will be less. If oriented longitudinal axis so that we will have more shear area on both side that means length and height please clarify..
Hi, your videos are great. Do you still have the membership?
No, sorry
Sir, please make the video on effect of water table on foundation & how we design considering what type of forces.. 🙏
Sir can u please make a video on how to draw bending moment of frame or any other structure quantitative....im unable to understand the thought process to judge the bending moment of complex structure......what steps do we follow while drawing bending moment....😢i Have seen a lot of video on UA-cam but could understand properly....plzz make video sir.....🙏
Did you find anything on this, i am also facing same prob
Can you create one video about base plate design
Hi sir, your videos are helpful, please can you make the one video related to pipe rack because in longitudinal direction we provide pin connection with bracings and in transversa we provide moment because can not provide bracing can you please let us know if the eq is in the direction of longitudinal how the bracing can resist moment
Will try
Sir please carry on❤
Is membership videos still available?
Can shear key be used in pinned column base?
sure
good job
Thank you! Cheers!
Bhai video kyu nahi bana rahe ab ?
Become Super busy 😝
Sir I learned a lot from your videos.Are you conducting any online structural design courses sir ? and can you please share your contact details?
well explained 👍
Glad you liked it
Hi Thanks for sharing
My question is can we eliminate the shear key ? Does it occur only in a pind connection? Can we eliminate this shear key by providing a fixed connection?
Nope
Please make 1 video on open web Joist design 4 long span mezzanine sir