Thankyou so much!! Helped me understand Etabs better!! Excellent explanation. Getting to know more about the different options in Etabs 2015. Thankyou once again Sir.
VERY GOOD EXPLANATION Please explain 1) Why 0.7 & 0.01 taken in a moment of inertia and torsional constant 2) only concrete property apply but what about steel bars (i.e. FE500 or FE500D)
Very nice and understanding. If there is a basement floor, retaining wall to retain the earth and under ground water tank, how to incorporate them in modeling?
Very gud tutorial. But I have a doubt regarding the intersection of beams. There will be primary and secondary beams right. ? If take the beams continuously, wouldn’t the beams will b designed neglecting the intersection. ? I personally think that main beams be continuous and the secondary beams should be splitted at the intersection.
this video is really helpful but i have one doubt why we have made 8 noded slab for irregular shape and how it is helpful in load distribution mechanism?
Sir I've tried to try to usse etabs to solve my previous seatwork in structural analysis using portal frame method, and etabs have generated smaller shear,axial and moment values compared to my manual solutions. Sir, I hope on your next video you'll be solving some easy 2d frames and show to us the generated values using etabs and using manual solution.
Dear Sir.....Thanks for this Etabs videos,Nice explanation with good english. Easy to understand, It will be very helpful if u could upload tutorials on Short and long column RCC (slender ) effective length calculation using etabs so also design Do we require to change MI modifier to 0 .7 in case of frame element
sir, i just started learning the software. I couldn't get that Master Storey explanation. Can you please tell me something more about why we assigned pstorey as master storey and how does it affects the modelling?
It's a very good tutorial to understand the basics of Etabs. But I would like to know two things: 1. Where did you find the values of torsion constant and moment of inertia values? I am from Bangladesh and in our building code (BNBC) I don't find any provisions for those. If I take those values as 1, would it be impractical? 2. Should the beams be continuous even if the beams cross other beams at one or more points? i.e. beam along 3A-3J should be considered as a continuous beam whereas beam along 4I-2I would be continuos too. is it? Note: I didn't go through other comments. So I dont know if you have covererd these questions. Even if you do, please repeat that.
Excellent video, Could you pls help with more explanation on how you put your drew the beam @ 12:52, i tried but all grids are selected and i wanted only to select and place beams on the grids that you selected only...Thank you
Hello sir.. you have not considered the column offset/eccentricity from the grid center line (between 0 & 90 degree orientation columns) as per the centre line layout.. doesn't this affect the design?
Which is the exact level we should keep the support??? The foundation level, the ground level or the plinth level?? If it is ground level what about the structure below the ground level ??
Dear Sir, Why have you selected membrane for the slab type instead of shell?...Membrane will transfer 100% of the load to the relevant beams. While shell slab will bear some loads and transfer the rest to the beams which is realistic. Thank you.
very good tutor for me to learn this soft..very welled explained...can u upload tutorial for beam that are not placed symmetrically with column....but at an offset..i means center of beam and column are not coinciding....... as in real life situation.
I THINK FOR THAT WE HAVE TO PROVIDE A CANTILEVER BEAM FROM BEAM CENTRE TO COLUMN CENTRE WHICH MAY LIE IN THE COLUMN. PRACTICALLY WE HAVE TO OMIT IT. BUT THEOROTICALLY WE HAVE TO TRANSFER LOAD THRO' AXIS WHICH ARE UNIDIRECTIONAL i.e. SINGLE LINE AND NOT THREE DIMENSIONAL.
Hey, Great Video and commentary. Really appreciate your effort. Thanks a ton. one small question. I agree that you are applying the slab as a membrane. But why did you apply the lift walls as membrane ?...They are basically shear walls too and will participate in resisting seismic lateral forces right? So shouldnt it be applied as Shells?. or is it not going to take part in seismic load transfer?, Please clarify and enlighten me.
First question , explain changes in torsion etc (is it in indian code ? , How it is if I work with Eurocode) Second , whats a "pstory" and its use ? Thirdly , how can we design an underground story (is it similar like all stories or has changes) other than that its really good..
i am not able to assign slab when i start with the draw rectangular floor/wall when i click the joint and drag the cursor i doesnt show the varying dimension just above the cursor like in your video and i am not able to assign the slab plz help me
U had champer the edges of exterior slab at story 1 but u wouldn't show for beams and the column to support the slab.....plz help me ASAP.....i hd stuck on this
Please please please help me sir, how to define cracked section in etabs? it would be good if you show me the way, i have tried by changing moment of inertia in property modifiers but deflections, moment etc results remains same as when the value of modifiers are 1
Dear sir I would like to know a to z building design and analysis in etabs. How load can be calculated and How they are applied with manual calculation and approved in municipality format report. Please upload a video regarding my comments as soon as possible. And steel area calculation of column and beam
can i get any video related to shear reinforcing and longitudinal reinforcing which is calculated in MS-EXCEL.... showing different checks...the chart to show calculations of stirrups gap calculation.....and various others chart
Thaks for your efforts to create this work, I have inqure about the beams thats you put in the ground floor, I think it should be removed to get a correct analysis, I use STAAD. pro to design steel and concerte structure for buildings with their Foundations.
When i select none section for slab and assign load on it, slab does not transfers load to beams and columns. How can i apply area load avoiding the weight of slab.
![SAP 2000 Tutorial For Beginners [Chapter 3]: Modelling of a Building](http://i.ytimg.com/vi/BOdYsb608-Q/mqdefault.jpg)
Thankyou so much!! Helped me understand Etabs better!! Excellent explanation. Getting to know more about the different options in Etabs 2015. Thankyou once again Sir.
Overall your modelling way was awesome. Really appreciate your modelling. would go for other tutorial tomorrow as well Insha Allah
Hello
th-cam.com/video/j2qbe-l4yWs/w-d-xo.html
Thank you for making this tutorial! It is amazingly thorough and very nicely paced.
Thank you...:-)
I'm learning ETABS for the first time by watching ur videos.. Thankss
Thats a great compliment....stay tuned wit our...a lot more tutorial videos r about to come..:-)
This is one of the good video I have ever seen. You have explained it better. Thanks
Nice tutorial. Your explanations were clear and easy to understand
Sir, your explanation is excellent....
Nice tutorial sir. I am starting to learn from your tutorials. Thanks for sharing it.
A very excellent Tutorials .awesome
Well explanation and good English............
Thank you for considering Indian codes and explaining.
+Arvind Kumar Thank you..:-)
Thank you very much, your tutorials are very clear! Thank you!
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
very nice and i got lot of idea about steel and concrete design
Everything was perfect.... Great job.... Thankyou so much
Thanks bro...really good way of explaining...nicely presented...post more...!!
Thanks bro ...:-)
Thank you for the Tutorial. It helped me a lot.
Loved your explanation ,Thank you
VERY GOOD EXPLANATION
Please explain
1) Why 0.7 & 0.01 taken in a moment of inertia and torsional constant
2) only concrete property apply but what about steel bars (i.e. FE500 or FE500D)
Thank u so much sir
Awesome explanation ❤️
Amazing, thank you so much for tutorial
Great video...explained very well.
Thank you..:-)
Well Explained...Thanks for this video...
Thank you .. :-)
Really really helpful
Thank u so much sir ❤️
nice explanation
Easily understood. Tq u
Great tutorial... All best for future..
Thank you...:-)
THANK YOU SIR I HAVE LEARN NEW TOOLS THANKS
Thanks a lot man it helps a lot .....
Why is the effective moment of inertia taken as 0.7 and torsional constant 0.01? Are there any relevant indian standard codes where it is mentioned??
Moment of Inertia for column 0.7 is multiplied for columns
th-cam.com/video/emnE5tS5f74/w-d-xo.html
very useful tutorial.
very usefull sir. thankyou so much....:)
Thank you for the video. It is one of the best etab video tutorial.
Can you possibly do a video on safe as well.
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
hello,
you doing great job
want to know why you have changed the torsional and moment of inertia values ?
Nice tutoral
Very helpful
Sir can u add video for designing of isolated eccentric footing
I face problems for corner column footing
Very nice and understanding.
If there is a basement floor, retaining wall to retain the earth and under ground water tank, how to incorporate them in modeling?
That awesome men
Very gud tutorial. But I have a doubt regarding the intersection of beams. There will be primary and secondary beams right. ? If take the beams continuously, wouldn’t the beams will b designed neglecting the intersection. ? I personally think that main beams be continuous and the secondary beams should be splitted at the intersection.
this video is really helpful but i have one doubt why we have made 8 noded slab for irregular shape and how it is helpful in load distribution mechanism?
Sir I've tried to try to usse etabs to solve my previous seatwork in structural analysis using portal frame method, and etabs have generated smaller shear,axial and moment values compared to my manual solutions. Sir, I hope on your next video you'll be solving some easy 2d frames and show to us the generated values using etabs and using manual solution.
th-cam.com/video/emnE5tS5f74/w-d-xo.html
Dear Sir.....Thanks for this Etabs videos,Nice explanation with good english. Easy to understand, It will be very helpful if u could upload tutorials on Short and long column RCC (slender ) effective length calculation using etabs so also design
Do we require to change MI modifier to 0 .7 in case of frame element
+ahmed Hyd yes u have to..
Hi, can you do a tutorial on modelling of Step back buildings?? would be very helpful! btw, you're tutorials are awesome..thanks.
+Malsawm Dawngliana will do one..
very interesting,thnxxx
thanks for the support...searching for dome modelling, hope you do that also.
+Yash Birla sure
thnkz sir excellent video but one question how you found torsion data you entry at section properties when was assign beams?
sir, i just started learning the software. I couldn't get that Master Storey explanation. Can you please tell me something more about why we assigned pstorey as master storey and how does it affects the modelling?
good explanation
very good video
i just start work on etab.. any one here to know how can change the wall height and opening for windows
It's a very good tutorial to understand the basics of Etabs. But I would like to know two things:
1. Where did you find the values of torsion constant and moment of inertia values? I am from Bangladesh and in our building code (BNBC) I don't find any provisions for those. If I take those values as 1, would it be impractical?
2. Should the beams be continuous even if the beams cross other beams at one or more points? i.e. beam along 3A-3J should be considered as a continuous beam whereas beam along 4I-2I would be continuos too. is it?
Note: I didn't go through other comments. So I dont know if you have covererd these questions. Even if you do, please repeat that.
+Raktim Barua stiffness modifiers are based on crack width moment of inertia...n about the torsion it's specified in asce code
Excellent video, Could you pls help with more explanation on how you put your drew the beam @ 12:52, i tried but all grids are selected and i wanted only to select and place beams on the grids that you selected only...Thank you
Hello sir.. you have not considered the column offset/eccentricity from the grid center line (between 0 & 90 degree orientation columns) as per the centre line layout.. doesn't this affect the design?
Pls make a video on foundation design using similar plan.
Which is the exact level we should keep the support??? The foundation level, the ground level or the plinth level?? If it is ground level what about the structure below the ground level ??
Dear Sir, Why have you selected membrane for the slab type instead of shell?...Membrane will transfer 100% of the load to the relevant beams. While shell slab will bear some loads and transfer the rest to the beams which is realistic. Thank you.
+Nasratullah Amarkhail I am following the thick beam thin slab concept
Hi, Can you please include the methodogy of modelling coupled shear walls?
Sir if I want to delete Sun shade from ground what should I do? Because in my plan it is drawn in bottom story also
very good tutor for me to learn this soft..very welled explained...can u upload tutorial for beam that are not placed symmetrically with column....but at an offset..i means center of beam and column are not coinciding....... as in real life situation.
mansoor kathanawala I also faced such problem .how to model beams which are eccentric to column??
I THINK FOR THAT WE HAVE TO PROVIDE A CANTILEVER BEAM FROM BEAM CENTRE TO COLUMN CENTRE WHICH MAY LIE IN THE COLUMN. PRACTICALLY WE HAVE TO OMIT IT. BUT THEOROTICALLY WE HAVE TO TRANSFER LOAD THRO' AXIS WHICH ARE UNIDIRECTIONAL i.e. SINGLE LINE AND NOT THREE DIMENSIONAL.
Hey, Great Video and commentary. Really appreciate your effort. Thanks a ton. one small question. I agree that you are applying the slab as a membrane. But why did you apply the lift walls as membrane ?...They are basically shear walls too and will participate in resisting seismic lateral forces right? So shouldnt it be applied as Shells?. or is it not going to take part in seismic load transfer?, Please clarify and enlighten me.
ur correct, it should be defined as a shell
wow i like it keep it up
Sir, thank you.
How to relese the moment at end support if support width is 80 cm, release partial fixity only happening when support width is 20 cm.
Sir,3d rendered view option is not showing in view.only showing 3D rendered view (Ray tracing) option.what should do...???
Why you made the modification in MOI and torsional rigidity
i cant see the MIDPOINT shown in beam while placing the slab what should i do?
How will u give property of 4bar steel with 16mm dia to a column
Sir, generally (not for this example), if we want to define a diaphragm for RC buildings, which option should be selected? rigid or semi rigid??
Nice Explanation, But 1 doubt Is there any explanation for BM on axis 2 &3 to give exactly 0.35?
+Harsh Khatri crack width moment of inertia
First question , explain changes in torsion etc (is it in indian code ? , How it is if I work with Eurocode)
Second , whats a "pstory" and its use ?
Thirdly , how can we design an underground story (is it similar like all stories or has changes) other than that its really good..
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Can i design beams and slab only i don't want to design the column it possible to design without assigning column?
please how how to import plan from auto cad and then show how to proceed further
Its very good video, pls i need hall design with peripheral columns, primary, and secondary beams
+Nitin shepur will upload one..
Nitin shepur check out fieldready channel for that design in ETABS 2016
your videos are very good. Don't you have videos for SAP 2000?
thank you sir
i am not able to assign slab when i start with the draw rectangular floor/wall when i click the joint and drag the cursor i doesnt show the varying dimension just above the cursor like in your video and i am not able to assign the slab plz help me
No Steel is defined.? And is there any reason y u changed ur modification factor. Usually it's taken 100 % that means 1. But in ur Caseu changed it.
U had champer the edges of exterior slab at story 1 but u wouldn't show for beams and the column to support the slab.....plz help me ASAP.....i hd stuck on this
Dear sir ,You define and assign only beam , columns and slabs then what about Footing.
Thank you sir.
Good tutorial...I hav 1 doubt...44.26 we change moment of inertia abt 2 axis ...how tat value got .35...hw u found tat
Very useful video. I just wanted to ask if I draw one panel as a whole and then automesh that by choosing default option. Will that be right?
Dear sir, please upload a tutorial for how to model a tapered R C structural elements in Etabs
good vidio .i need etabs reinforcement results interpritation to what diameter and spacing
Can you please make a tutorial on attaching a damper to the water tank which acts as Tuned liquid damper
After rotating through 79.1 it will rotate horizontally .not like ur in my plan
Plz can you explain one more video about staircase analysis and design
Please please please help me sir, how to define cracked section in etabs? it would be good if you show me the way, i have tried by changing moment of inertia in property modifiers but deflections, moment etc results remains same as when the value of modifiers are 1
My building is being created under the ground. Someone please help!
Isn't it necessary to define rebar properties while defining material properties
good luck mathews
Thank you
Hello
In which tutorial u have given detail explanation of effective Moment of Inertia.Kindly let me know.
It is very helpful for learners. Is retaining wall a shear wall?
Nope.
Dear sir I would like to know a to z building design and analysis in etabs. How load can be calculated and How they are applied with manual calculation and approved in municipality format report. Please upload a video regarding my comments as soon as possible. And steel area calculation of column and beam
can i get any video related to shear reinforcing and longitudinal reinforcing which is calculated in MS-EXCEL....
showing different checks...the chart to show calculations of stirrups gap calculation.....and various others chart
nice videos ...
+pramod kumar thank you
Sir, What is the difference between reinforcement to be check and reinforcement to be design in column define?
Thaks for your efforts to create this work, I have inqure about the beams thats you put in the ground floor, I think it should be removed to get a correct analysis, I use STAAD. pro to design steel and concerte structure for buildings with their Foundations.
Thank you for the videos. I find it educative one. I did't see a diaphragm in this method, isn't it necessary?
+rabin maharjan in this structure ...diaphragm is not necessary
It is very helpful but when I define material I do not see the BS how I can get it
Sir, what is process for below warning...
*Warning: Area load transfer for storey 7.A1.Total loss=5.88 for load pattern...???
Hi sir,
How can we check the serviceability of the building in ETABS like drift, Center of rigidity and soft storey check?
When i select none section for slab and assign load on it, slab does not transfers load to beams and columns. How can i apply area load avoiding the weight of slab.
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
why to take torsion modifier 0.01?
+Engr Shams to neglect torsion for design
Civilknowhow Tutorials Engr.. if we didn't neglect, what would be the effect?
nice tutorial sir, i have some doubt, would value inertia and torsional value had any influence to the result of analysis?
+ahmad afif yes on deflection and bmd