Hi. Sir i having trouble analysis when hit check error button no error but when I hit analysis it starting but not showing shear and bending moment I hope we will help me to solve this problem.thanku in etab 17
excellent bro the explaination and the audio clarity is superb. by this I even learn stair case modelling and if their is design part to it will be more helpful. but one thing is that is it the ROBOT STRUCTURAL ANALYSIS and E-TABS are similar or we learn some more in that
greetings sir. thank you for the classes i'm final year civil engineering student i'm planning to do project of commercial building using raft foundation with etabs 2016 it would be helpful if u guide me wt tutorials
Amazing videos buddy. I am comparing it with the videos made by CSI Incorporated (producers of ETABS themselves). I must say that you are equally good if not better. Keep up the great work.
Sir please help me. Im about on 5th floors but i have miss the scale, could we change the scales like 1:1000 to 1:100 for the exam 1000 m to 100 m. If yes, what should i do. Thank in advance.
Great videos sir. But I do have a doubt. when applying live load on staircase the option was 'replace existing loads'. Doesn't that mean it will replace the previously assigned dead load. So should we click 'Add to existing load' while assigning live load?
sir i have a question that by using this staircase it may create problem in diapragms action as in previous versions of etabs.diaprams taken at only horizontal slabs.
hello sir, great thanks for your helping. but my question is that when i go down from top to bottom or vise versa there is no visible at what floor level it is shown me on the 3D part. how can i fix the problem on etabs 2016?
joining the middle of two columns with a beam will create short columns. These short columns require more reinforcement due to increased stiffness resulted due to decrease is length of column to half. Will static seismic analysis detect those as short column and give the increased reinforcement? or should I do dynamic seismic analysis? If dynamic analysis is required, which dynamic analysis should i do?- response spectrum or pushover or time history. Or any one of the dynamic analyses will work?
@CivilKnow how I just have a small question. I am modeling a timber (mass timber) core wall in place of concrete core wall. Can you please tell me how to find the forces in the wall joints as those timber walls have to be balloon framed with steel connections. I just wanted to calculate how much forces those connections would take up. Please REPLY
I have one secondary beam which is rested on main beam and another end is rest on column... Please tell me how to design in such case ..that beam is failing again and again even i changed depth to 500 mm still it is failing ...help ...before 30 /4/ 19
I'm confused with load assign. After adding Live Load with option(replace existing load), you added Dead Load with option(replace existing load). Will Dead Load replace Live Load you assigned?
thanks bro and one more thing in etabs 2016 i am getting base shear of static earthquake zero i checked all data which i used in etabs 9.7.4 everthing all right; is there anything else which i want to do
![RCC Slab Design in Etabs 2016 - Part 2 [Beginners Tutorial]](http://i.ytimg.com/vi/45GRnZfvyi8/mqdefault.jpg)
![RCC Slab Design in Etabs 2016 - Part 2 [Beginners Tutorial]](/img/tr.png)
Indeed very much helpful tutorials for the beginners with all clarity. Thank you....
you are the boss amongst all youtube etabs teacher
+zahid hassan thank you
Love to see you guys back ! Thanks a lot
Finally,Best Etabs trainer is back with another great video..!! Keep Uploading..!!
+Anubhav Garg sure
Hi. Sir i having trouble analysis when hit check error button no error but when I hit analysis it starting but not showing shear and bending moment I hope we will help me to solve this problem.thanku in etab 17
very well explained, this video helped me a lot for doing my project
I would like to thank you for sharing such comprehensive videos. would you please applaud some tutorials for shear wall?
Thank you very much
Easy to understood..,thanks and more videos required to learn E-tabs
excellent bro the explaination and the audio clarity is superb. by this I even learn stair case modelling and if their is design part to it will be more helpful.
but one thing is that is it the ROBOT STRUCTURAL ANALYSIS and E-TABS are similar or we learn some more in that
Hello
VERY HELPFUL FOR LEARNER
Bht Bht shukriya
dhandewa
greetings sir. thank you for the classes
i'm final year civil engineering student
i'm planning to do project of commercial building using raft foundation with etabs 2016
it would be helpful if u guide me wt tutorials
Thanks for video, it was quite helpful.
Amazing videos buddy. I am comparing it with the videos made by CSI Incorporated (producers of ETABS themselves). I must say that you are equally good if not better. Keep up the great work.
Sir please help me. Im about on 5th floors but i have miss the scale, could we change the scales like 1:1000 to 1:100 for the exam 1000 m to 100 m. If yes, what should i do. Thank in advance.
Great videos sir. But I do have a doubt. when applying live load on staircase the option was 'replace existing loads'. Doesn't that mean it will replace the previously assigned dead load. So should we click 'Add to existing load' while assigning live load?
sir i have a question that by using this staircase it may create problem in diapragms action as in previous versions of etabs.diaprams taken at only horizontal slabs.
Thank you...nice guidline.
hello sir, great thanks for your helping. but my question is that when i go down from top to bottom or vise versa there is no visible at what floor level it is shown me on the 3D part. how can i fix the problem on etabs 2016?
my interesting jobs!
in one project can we model few slabs as membrane and few as shell thin?
Great video , can you plz upload a video on how to model a ramp in etabs Thanks
joining the middle of two columns with a beam will create short columns. These short columns require more reinforcement due to increased stiffness resulted due to decrease is length of column to half. Will static seismic analysis detect those as short column and give the increased reinforcement? or should I do dynamic seismic analysis?
If dynamic analysis is required, which dynamic analysis should i do?- response spectrum or pushover or time history. Or any one of the dynamic analyses will work?
Short columns does require more reinforcement.Column stiffness is related with its cross section ,not length.Adopt response spectrum for dynamic.
Hello sir
Your tutorials help me so much in my ME project.. Sir plz upload video of modelling of damped outrigger
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
Thank you. can you please show that how to give a z value to a beam or slab??
There is no problem, if the Stair-Slab appears as a Wall in the Model Explorer ?
sir the bottom story is the plinth + foundation then why u have started the stair case from base story
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
@CivilKnow how
I just have a small question. I am modeling a timber (mass timber) core wall in place of concrete core wall. Can you please tell me how to find the forces in the wall joints as those timber walls have to be balloon framed with steel connections. I just wanted to calculate how much forces those connections would take up.
Please REPLY
Does the steel requirement and rebar size comes automatically after assining load in etabs?
no, you have to model, assign loads, run, and then design ..
thank you ....please make a video of SAFE flat slab, SAFE foundation design, Raft, etc etc
why did you apply dead load after live? won't it calculate its self dead weight,when density is already defined for M25 in material property?
+Md Maqdum it's floor finish load
I have one secondary beam which is rested on main beam and another end is rest on column... Please tell me how to design in such case ..that beam is failing again and again even i changed depth to 500 mm still it is failing ...help ...before 30 /4/ 19
Sorry you didn't get help sooner. You only needed to apply a release at the ends of the beam
I'm confused with load assign. After adding Live Load with option(replace existing load), you added Dead Load with option(replace existing load). Will Dead Load replace Live Load you assigned?
nop
Don't we have to assign joint restraints on staircase joints?
EXCELLENT WORK .BUT WHERE IS THE DESIGNING AND ANALYSIS OF STAIRCASE.Kindly Upload it also so that the tutorial of stair case complete,THnaks
bro can you explain about stiffness modifier which you taken one of your video and can i consider the same for indian design?
+Viscount Splendidly yes u can consider the same
thanks bro and one more thing in etabs 2016 i am getting base shear of static earthquake zero i checked all data which i used in etabs 9.7.4 everthing all right; is there anything else which i want to do
+Viscount Splendidly make sure u have selected the building levels correctly...must b selected from bottom to top
+Viscount Splendidly it's the same as in version 9...do check whtr u hav missed out something
Thank you for the upload, can you make a video on how to model dampers for seismic protection on a building? Thank you in advance!
+TrajceZMKD sure
U r cool teacher
Why reinforcement area is higher at columns where staircase landing rests ? Please Help !
Can u make video about importing dxf file & then dealing with column eccentricity..??
Sir i am unable to offset beam. Why is that so??
Thank a lot
Hii
thanks sir
Why not be given a restraints on the corners stairs sir?
What about landing beam creating a short column effect??
สูงหยุดนาย🗝️🗝️🗝️รถ1🌹🌹🌹❤️❤️💖💖💖
When i draw the stair slab it shows itself in red? Is it ok?
thank you, Cool !!
Thank You Sir
Modelling Staircase of two flights withing RCC building in Etabs 2016 please :)
plz do a vedio for steel structure in etabs
any way to get ETABS 2016 for lifetime? mine shows 180 days remaining in about section of ETABS!!!
Why dont u use all stories option?
how to analyse staircase upload it. And also upload the designing of watertank on etabs 2016
Bro, you have not replicate beams of landing slab and mid landing slab also.
how to mesh the stair ?
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
how blast loads can be applied
sir can you please mail the etabs 2016 download links or can u give the links in description
+mohammed khaja salahuddin go to aportingecivil.com...u will get one
you forgot to divide the columns carrying the mid landing after replication to connect the landing with the columns
👍👍👍
Make a video on assigning wind load
Why the fflight or go become wall?
PLZ SHARE DOME SHAPE CREATION VIDEO...
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👏🏻
Supeeeeeeeeeer
Structural analysis, SAP 2000, ETabs, and Finite element method
ua-cam.com/channels/fZBo0T5G0W_rGYHAXfYIRw.htmlvideos
okeee
I don't know why this guy is modelling staircase in ETABS
Thankyou sir
Thank you sir