THANK YOU VERY MUCH, JUST GONE THROUGH THIS VEDIO, VERY INFORMATIVE, I WANT SOME INFORMATION OF FRAME MADE OUT OF C CHANNEL, STRUT AND BRACINGS CRITERIA, ARE THEY SAME AS THE I BEAMS. CAN YOU MAKE A VEDIO OF C CHANNEL FRAME, THEIR STRUT POSITION AND BRACINGS.
Sir, your video is really helpful for all of us. Thank you very much. Can you please explain about the concept of seismic dynamic analysis and static analysis by visual explanation and also by Staad pro please
Sir can u please make video on load dispersion from floor to column.. or like if equipment supported on diagonal beams which are supported by secondery beams!! Than how load dispersion taken place on floor, from in steel technological structure!
Your explanation of providing a bracing on the front gable end wall (termed as entrance bracing) at (2.03 time stamp) seems to be misguiding. It is mentioned that it is a "post and beam endframe", which means that it is not a moment resisting frame which could take lateral loads, they are just a simply supported columns and rafters. So, in order to resist the lateral load from the side wall, they require bracings. And that is the reason it is provided. If the gable frame is a Moment resisting frame (or continuous beam end frame as mentioned in the picture), then in that case, that bracing is not required, even if there is very large opening in the gable end wall. Also, explanation regarding the crane bracings and providing the bracing in pen-ultimate bays seems to be vague. Please don't misguide your subscribers by producing a content which you don't have expertise on.
THANK YOU SO MUCH, may good bless you.
What an easy to understand explanation.
Glad it was helpful!
Sir very nice explanation
One request is to make a video on tension only bracing.
Okay sure
THANK YOU VERY MUCH, JUST GONE THROUGH THIS VEDIO, VERY INFORMATIVE, I WANT SOME INFORMATION OF FRAME MADE OUT OF C CHANNEL, STRUT AND BRACINGS CRITERIA, ARE THEY SAME AS THE I BEAMS. CAN YOU MAKE A VEDIO OF C CHANNEL FRAME, THEIR STRUT POSITION AND BRACINGS.
Sir, your video is really helpful for all of us. Thank you very much.
Can you please explain about the concept of seismic dynamic analysis and static analysis by visual explanation and also by Staad pro please
Thank you very much for your effective explanation. Can you send me the building photos used at 6 mins and onward? thank you.
what if we only have 4 bays?
Thank you🙂 Keep making such videos.
Thank you, I will
How can I prevent cracks in partition walls due to deflected structural beams' interaction?
Truly a gem
Glad you like it
If one side is no purlin how can we put bracing
normally purlins are connected with flange whereas bracing is connected with web
Hey, what's up in membership.Kindly share.
hi man, a great video !!! please i tried to model bracing roof (rods) but in sap2000 takes compression loads ... how could to model ?
I prefer to design them by hand calculation
@@TonmoyMaity ok, and how could give the rigidity to the model from rod bracing roof?
@@mekafime model it as axial member
Do a video on calculating safe section of steel braces.
I will try
I'll appreciate it, thank you
Sir can u please make video on load dispersion from floor to column.. or like if equipment supported on diagonal beams which are supported by secondery beams!! Than how load dispersion taken place on floor, from in steel technological structure!
ok
Thank you sir ,,,
🙏
Can u explain fabrication drawing details
I will try
Nice video..
Thanks
incredible! thanks!
Glad you liked it!
very helpful
Glad it helped
Sir please make vedio on eccentric footing
I will
Your explanation of providing a bracing on the front gable end wall (termed as entrance bracing) at (2.03 time stamp) seems to be misguiding. It is mentioned that it is a "post and beam endframe", which means that it is not a moment resisting frame which could take lateral loads, they are just a simply supported columns and rafters. So, in order to resist the lateral load from the side wall, they require bracings. And that is the reason it is provided.
If the gable frame is a Moment resisting frame (or continuous beam end frame as mentioned in the picture), then in that case, that bracing is not required, even if there is very large opening in the gable end wall.
Also, explanation regarding the crane bracings and providing the bracing in pen-ultimate bays seems to be vague.
Please don't misguide your subscribers by producing a content which you don't have expertise on.
thanks for your valuable comment.
OK, OK, OK.