THANK YOU SO MUCH, may good bless you. What an easy to understand explanation.

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 very nice explanation One request is to make a video on tension only bracing.

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

How can I prevent cracks in partition walls due to deflected structural beams' interaction?

Thank you🙂 Keep making such videos.

Truly a gem

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!

Thank you sir ,,,

incredible! thanks!

If one side is no purlin how can we put bracing

very helpful

Do a video on calculating safe section of steel braces.

Sir please make vedio on eccentric footing

Hey, what's up in membership.Kindly share.

Nice video..

hi man, a great video !!! please i tried to model bracing roof (rods) but in sap2000 takes compression loads ... how could to model ?

Can u explain fabrication drawing details

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.

OK, OK, OK.