Hello Anil sir... This is Sarang ,I am working with a MNC oil and gas industry and currently working on staad pro.. And wanted to learn Etabs . But I have not joined any kind of classes because I know every one teaches only the commands of software. But the way you teaches is really different and knowledgeable than others and finely I have decided to join the course of Etabs with you.... Thank you so much sir....
Just 30mins into this and I'm so glad I clicked on your video. Definitely getting a subscription from me. Thanks for sharing your knowledge and experience.
Thank you so much for doing all this for free it's really insightful and well explained I need to take some time out to listen word for word you said this video thanks for uploading sir🙏🏽
Very nice and clear explanation of each and every step. I am pursuing Mtech in structures from IIT Mandi, this session help me a lot for my design project assignment. Thanks
i dont knw ;what i should say for this Live session. its great work, its extraorinary work which i never ever saw before without demanding single ruppee frm viewers. ...n u gave us such imp knwldge!!!! i surely wants to join our "FieldReady" world and i would like to part of same...bcoz i m crazy about STRUCTURAL ANALYSIS N RCC DESIGN . grt work sir...keeeeepp itt upppp!!!!
Sir please one more live session in continuation to this live session. I meant advance live session sir as u said in the video.. it's super helpful. Please do another live session sir, it's been more than half an year now since ur last live session was updated. Waiting so badly for it. Thank u once again sir.
Thank you so much sir. After seeing this tutorial and your explanation i have to give a lot of thanks to you . It is from whole NEPALI Civil engineers side sir.
If you are using response spectrum method program calculated time period is ok but if you are using equivalent seismic coefficient method I think time period should be user defined
Good evening sir U r explanation is too good sir I have one doubt sir In ground floor we need to provide slabs or not, because in below ground floor have soil and there is no need to provide slabs to take loads
Sir i am a civil engineer in bridge as a site engineer from your video I get a great knowledge of structural design. But sir what software used for bridge designing. Thank you very much sir. 😀😀😀😀😀😀
Greetings with thanks for very good lecture. I am student at this age of 77. We constructed 4 story flats with 6"x 18" RC columns in 1977 / 80 in seismic zone z factor g/15. (now 2-B) have with stood many earthquakes. but now don't recommend that to be done. .
@@kshitizgautam5412 Why are you so jeaulus about my comment and who the hell are you to judge someone on his knowledge, capability something else.you should be ashamed of yourself.
Sir, How can we certain that the analysed model is correct? and What are the Clauses to be considered from IS code for designing? And also make a video on analyzing the modal mass participation ratio table of ETABs if possible for our knowledge. Thank you.
Membrane ll be assigned , only when u need load to be transferred from slab to beam ..it ll work by yield line theory by dividing slabs into triangular and trapezoidal shape. If u assign shell thin , it ll not distribute the load instead slab ll take load on its own . U ll get more moments if you do membrane and less moments if u assign shell thin. Hope I cleared Ur doubts.
Sir, what are the checks we do after running analysis and How do I know if my ETABS modelling and analysis results are safe in any way? What specifications should I check? PLEASE answer to my questions, sir
Sir ...how to decide...which type of footing..to be designed ..what size of footing ..column..dai of bar ...should be taken in the building...plz...response..
Sir thanks for the live session, sir is structural detailing is added in your course? Means to transfer this data on site so that the person who is executing it can understand.
DEAD LOADS ARE CALCULATED AND YOU HAVE CHOSEN REPLACE ALL OPTION ,I HAVE A QUESTION HERE SIR -DOES IT RESULT IN OVER WRITING ALL PREVIOUS DEAD LOADS INCLUDING SELF WEIGHT -PL HELP US IN UNDERSTANDING
Dear Sir, You have taken the foundation depth is 2m and 1 m plinth height. Considering that height 3 m as a storey height. But normally this 12 storey building foundation required more depth and we go for Pile foundation. In that condition how we consider the no Of storey?
Generally any building > G+3 or more has a basement so we didn't have to take depth factor into account. Basement depth will take care of it. For buildings without basement you can find out the depth with the help of the depth formula.
sir how to correctly fix the position and place the column in autocad plan..... any rules or tell me some details for that since its very important topic....please tell me sir
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?
the best theoretical and practical explanation about design of RCC structure on youtube so far...Thanks a lot, may god bless you
It helped me a lot for my buidling project in bachelor, thank you very much.Love from nepal❤❤
Glad to hear that
Hello Anil sir...
This is Sarang ,I am working with a MNC oil and gas industry and currently working on staad pro.. And wanted to learn Etabs . But I have not joined any kind of classes because I know every one teaches only the commands of software. But the way you teaches is really different and knowledgeable than others and finely I have decided to join the course of Etabs with you....
Thank you so much sir....
Hello Sarang,
You can join in the course directly from the below link:
www.fieldready.co.in/combopreview.php
Totally worth watching +3 hours. Learnt. N no.of things about designing a rc structure that too with simple and coherent explanation.great job sir..👍
Glad it was helpful!
@@fieldready4597 sir pls do more online live classes..
really helpful & great content explained by you in depth sir.... Applause for your hard work.
Just 30mins into this and I'm so glad I clicked on your video. Definitely getting a subscription from me. Thanks for sharing your knowledge and experience.
Thank you sir for shearing you experience and Knowledge..
waiting for Next Video..
You are such a perfect teacher !
I just want to thank you from the depth of my heart..
Thanks a ton for the basics and the depths 🙏
This is what exactly looking for... Thank you sir... it worth a lot.
The best ever teaching method of ETAB found on youtube..love and thnx from Pakistan..
😊😊 😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊 😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊7😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊7😊😊😊 777😊😊777😊😊😊😊77 7 u 77😊 7😊777 777😊77😊77😊😊😊😊 😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊
😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊😊
Thank you so much for doing all this for free it's really insightful and well explained I need to take some time out to listen word for word you said this video thanks for uploading sir🙏🏽
Deeply explained
Step by step procedure
Thanks sir.
Your knowledge is fantastic and we shall be always ready to learn from you.
Thanku sir
It very helpful for us
Now I am in 2nd year but I have understand very clearly❤️
Love and Respect from Pakistan.
Regards,
Your Future Student.
Very nice and clear explanation of each and every step.
I am pursuing Mtech in structures from IIT Mandi, this session help me a lot for my design project assignment.
Thanks
This video really helpful for me for learning etabs software. thanks
What a great person you are. Thankyou so much sir. Definately subscribing to the full course in field ready.
Thanks. For more info on the course visit: www.fieldready.co.in/combopreview.php
no doubt of it ....... definitely it's an extraordinary tutorial for ETABS learners
Helpfull tutorial indeed ! mr. Anil thank you very much from dhaka.
i dont knw ;what i should say for this Live session. its great work, its extraorinary work which i never ever saw before without demanding single ruppee frm viewers. ...n u gave us such imp knwldge!!!!
i surely wants to join our "FieldReady" world and i would like to part of same...bcoz i m crazy about STRUCTURAL ANALYSIS N RCC DESIGN .
grt work sir...keeeeepp itt upppp!!!!
Thank you very much for such a great session, learned so much
Sir please one more live session in continuation to this live session. I meant advance live session sir as u said in the video.. it's super helpful. Please do another live session sir, it's been more than half an year now since ur last live session was updated.
Waiting so badly for it. Thank u once again sir.
Thank you so much sir.
After seeing this tutorial and your explanation i have to give a lot of thanks to you .
It is from whole NEPALI Civil engineers side sir.
sir i request you to please make a video about staad pro g+12 which include shearwall
Greetings From Pakistan it really works. Thanks
Thank you so much sir for such a great video and sharing your extraordinary knowledge about high rising G+12 storey building
Thank you so much sir
Please keep sharing sir.
Thanks sir for your guidance... Really your explaination is of great value to freshers like us... Thank you sir.... Plz do upload such videos...
Good work sir . Need some more videos like analysis and design of elevated watertanks .
If you are using response spectrum method program calculated time period is ok but if you are using equivalent seismic coefficient method I think time period should be user defined
thanks a lot for this sir....love from Nepal😍😍
Thank u sir lots to give us such valuable time
Thank you so much. Your video helps me a lot.
such a good lecturer, thanks for sharing great stuff. I learn something new in etabs.
Thanks a lot for generosity and explaining free to building capacity of professional in the world. thanks. From Ethiopia
Thanks sir first time i have cleared my concept. Thankyou so much
Great honour and Love from Bangladesh
Love from India as well. For more details on courses visit fieldready.co.in/megacombocourse.php
Thanks a lot sir one of the best tutorial class
One more live section including slab beams and unsymmetrical columns orientation please
Really worth the time spent sir thanks a lot 🙏
Good evening sir
U r explanation is too good sir
I have one doubt sir
In ground floor we need to provide slabs or not, because in below ground floor have soil and there is no need to provide slabs to take loads
Only provide slab in the ground floor when there is a basement.
Sir i am a civil engineer in bridge as a site engineer from your video I get a great knowledge of structural design. But sir what software used for bridge designing. Thank you very much sir. 😀😀😀😀😀😀
For Bridge design consider CSI Bridge.
Greetings with thanks for very good lecture. I am student at this age of 77. We constructed 4 story flats with 6"x 18" RC columns in 1977 / 80 in seismic zone z factor g/15. (now 2-B) have with stood many earthquakes. but now don't recommend that to be done. .
Nice video sir. Can u teach us on design and analysis of circular and irregular buildings
plz add a video on the design of eccentric footing and retaining wall
thanks a lot, Anil
love from Pakistan
Exceiient and Outstanding Thanks a lot sir
Thanks for your kind words.
thank you,learned so much.
Thank u sir For this video that enhances my knowledge.
@@kshitizgautam5412 Why are you so jeaulus about my comment and who the hell are you to judge someone on his knowledge, capability something else.you should be ashamed of yourself.
Thank you so much sir, for this great help
Very useful video..thanks sir
Plz discuss about softstorey
Sunken slabs
Deductions of wall loads for openings
Lintel loads
Soil structure interaction
Envelope load combination
Sir, How can we certain that the analysed model is correct? and What are the Clauses to be considered from IS code for designing? And also make a video on analyzing the modal mass participation ratio table of ETABs if possible for our knowledge. Thank you.
We have talked about this in our courses. For more info visit the link below:
www.fieldready.co.in/combopreview.php
it very helpful and nice..thq u very much sir
Nice presentation thanks. Slab elements can we take as shell in this model
Take slab as shell thin.
very helpful sir. thanks a ton
Sir, can you upload some thumb rules for fixing the dimensions of beam and columns?
Thank you Sir, plz upload shear wall & Stair Design in Etabs
Coming up in the Advanced course. Staircase design is in the Etabs course.
while defining slab section you have selected shell thin type, for proper load transfer one should select membrane type, please correct if i am wrong
AHID BHATI RCC slabs are considered as thin shell elements. Membrane is entirely a different thing. More on this in advanced course.
Membrane ll be assigned , only when u need load to be transferred from slab to beam ..it ll work by yield line theory by dividing slabs into triangular and trapezoidal shape. If u assign shell thin , it ll not distribute the load instead slab ll take load on its own . U ll get more moments if you do membrane and less moments if u assign shell thin. Hope I cleared Ur doubts.
excellent explanation sir
Please Sir can you do one more session tutorial on Etabs
thank you very much from dhaka.
Please give an advice that which laptop I Should Buy that will suit to the smooth operation of Autocad,Revit,E tabs,Stadd Pro..
HP | i5 | RAM 4GB | Full HD Display | 1TB HDD
i want to learn design and analysis of steel structures in stadd and etabs with mannual understanding . Please also provide PEB course
Hello Ashish, you can get complete info about the Etabs structural design course at: www.fieldReady.co.in/combopreview.php
Hiii
Sir, what are the checks we do after running analysis and How do I know if my ETABS modelling and analysis results are safe in any way? What specifications should I check?
PLEASE answer to my questions, sir
For learn the complete check visit: www.fieldready.co.in
Thank You Sir. We love you...
Sir ...how to decide...which type of footing..to be designed ..what size of footing ..column..dai of bar ...should be taken in the building...plz...response..
Thank you so much sir ❤️😊
great session
Thank you and may Allah bless you
Great initiative
When will be the next live session
sir please i like your videos.you are the best. when are we expecting another video from you?
For complete courses visit: www.fieldready.co.in
Thank you Mr. Anil
Sir thanks for the live session, sir is structural detailing is added in your course? Means to transfer this data on site so that the person who is executing it can understand.
For complete detailing visit: www.fieldready.co.in/combopreview.php
DEAD LOADS ARE CALCULATED AND YOU HAVE CHOSEN REPLACE ALL OPTION ,I HAVE A QUESTION HERE SIR -DOES IT RESULT IN OVER WRITING ALL PREVIOUS DEAD LOADS INCLUDING SELF WEIGHT -PL HELP US IN UNDERSTANDING
At 4 corners column center is not exactly coinside with beam centerline then how you will adjust there ( we can adjust column or beam ?)
sir please provide guided notes also on steps using and structure concept
I want to join your course as soon as
why each column on each corner of stair case..?
we can also assign columns for the support of landing beam only.
Dear Sir, You have taken the foundation depth is 2m and 1 m plinth height. Considering that height 3 m as a storey height. But normally this 12 storey building foundation required more depth and we go for Pile foundation. In that condition how we consider the no Of storey?
Generally any building > G+3 or more has a basement so we didn't have to take depth factor into account. Basement depth will take care of it. For buildings without basement you can find out the depth with the help of the depth formula.
hello sir, thank you for your efforts.
Will you do any sessions for composite structure in this month
it was great.
Sir, can you plz tell me, how to decide column size while modelling , because we have not designed column yet....
Sir, While applying load replacing existing load (which is default) instead od add existing load, is it correct?
Choose replace the existing option most of the times. Only choose add existing when you want to add the new load to the existing loads.
Great work sir very useful
Hello
Is it possible to do in StaadPro or we should know both the software basics to handle major Project.
Yes its possible to do, but Etabs is easy to handle & have advanced features as well.
Thank you so much
Whether it’s better to take beam centreline or else wall centreline sir ?
Beam.
please inform me as soon as the next session will be available
thank u sir..which is better sap2000 or etabs
Etabs is specialized for designing RCC & Steel Building ; SAP for general purpose Steel, RCC, Tank, Bridge design & Dam design.
sir how to correctly fix the position and place the column in autocad plan..... any rules or tell me some details for that since its very important topic....please tell me sir
While deifining section properties for beam, columns, one should change property modifiers based on effective moment of inertia or not?
AHID BHATI Eleborate more on this via pics. Send us to support@fieldready.co.in
The same question with ahid bhati..need to change the property or not?
Sir can u pls do a live session for unsymmetrical shaped building modelings ..shapes like C,H,L
yaah, in future definitely.
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?
& thanks for your effort.. I will inform my friends about your courses
this is my first time to see the video , kindly send me your reference video that you have make.
sir,
why don't show working story level with 3-D window in ETABS 2016 ,according to previous version of etabs
3D window is available in Etabs. Separate 3D view is also available. What exactly 3D you are talking about?
What is the way that I can apply area roof loads to a frame, for the purpose of load transfer to the frame in ETABS
Sir I did training in Revit architecture course.
You can opt for Revit Structural as well. For more info on this visit: www.fieldready.co.in/combopreview.php