Brilliantly explained, and solved my years long doubt. But I still have a doubt about not considering the gravity load of floor coming directly on the column in the form of axial load. Can you explain it in upcoming tutorials?
Thanks Sir , Why and how to release forces in release specification of beam? As a considering intersection of two beam junction (+ shape beam junction) . Can we rearrange the transfer of load to beam as a primary or secondary by releasing Fy forces properly at (+ shape) beam junction having equal span of column ?
If you offset the beam, there will be a reduction in the member length and hence the bending moment gets reduced and we will get the same result as we have obtained now
Sir , Could we have used offset specification to vertical column to achieve practical position of beam column junction in your model (9:43) in staad pro? Would it be correct modelling approach to use offset specification to column instead of beam considering all fixed support ?
Still explanation is very nice. Thanks.
Very well explained
sir darun bujhiyechen
Brilliantly explained, and solved my years long doubt.
But I still have a doubt about not considering the gravity load of floor coming directly on the column in the form of axial load. Can you explain it in upcoming tutorials?
If you can help me understand your question with a little more explanation, I will surely consider making a video on that.
You did a great job sir.
Thanks for helping:)
sir they same result can achieve by beam offset command also ...
but to know about master and slave this is good explanation
Thanks Sir , Why and how to release forces in release specification of beam? As a considering intersection of two beam junction (+ shape beam junction) . Can we rearrange the transfer of load to beam as a primary or secondary by releasing Fy forces properly at (+ shape) beam junction having equal span of column ?
Please may you repost this video because the available one has low quality compared to other videos uploaded
sir Thank U very much for informative and useful lecture . Plase explain how can we use this master slave aplication incase of 3D modelling.
Please sir may you upload from starting part on how you created this model and how to apply master slave
Does offsetting the beam to flange of the column in staad helps to reduce the loading value sir??
If you offset the beam, there will be a reduction in the member length and hence the bending moment gets reduced and we will get the same result as we have obtained now
Sir, please show us a rcc raft slab of bridge or box cell
Will try to consider your requirement as soon as possible - not in my immediate plans though.
Sir , Could we have used offset specification to vertical column to achieve practical position of beam column junction in your model (9:43) in staad pro? Would it be correct modelling approach to use offset specification to column instead of beam considering all fixed support ?
Yep it also works.... And then you don't need to assign any master slave node.
Thanks for the video
Really good explanation
Love the concept in modeling
Hate the name 😅
In the current versions the name, too, have changed. We call it the control - dependent instead of master- slave.
The video quality should have been better.