Dear sir ! im from VietNam and i follow your channel for a long time, i admiration you and respect you because of your product is very amazing Wish your channel always evolved
You are just the best tutor I have seen on youtube ever. this is just so wonderful. Thank you so much. I have difficulty purchasing your design aid, but Inshala, I will get it.
hello mr engineer .I love your channel and i have learnt a lot from you and you are amazing in my point of view.I am from iran and i love engineering in all kind of especially civil eng. God bless you man.
Thanks for this lecture, Md. Humayan Kabir. It would be highly helpful if you make a tutorial on a heavily irregular plan where setting the grid line is a cumbersome task. Hope you would not disappoint us!!
Greeting sir, i m fresher on ETABs and your tutorial help me lot and sir further i will be grateful to you if sir could share those excel format for designing beam, column, slab and etc please sir its my humble request.
One thing that I can say for you is that, you are my best starting from when I was in Campus even right now I am at government bureau . Sir how can I get this complete excel sheet please ?
Hello sir, I watched your videos on Protastructure Modeling also, I have both softwares, Please tell me which one is better btn Protastructure and Etabs?
I have purchased the the excel package and iam so thankfull, can you please tell if i can use the loading which it in IS code to design per ACI as they are provided in SI units.
Sir, IIT is very much thankful for the way you teacher the analysis in etabs.I want to know that initially you advertised about the excel sheet and others on payment. Can you intimate that how to get that for me. Thanking you ,
Thank you very much for all the effort and the valuable information, a very good channel, to watch, why not give us a full training to study, model and analyze a multistory building from A to Z through this wonderful program
A very good and beneficial tutorial specially the footing part. Thank you very much. But, I could not follow the stiffness modifier for torsion and for serviceability as 0.5
You are not providing the floor finishing load to the slab and balcony that you have provide later at the time of F3 modeling. Can you please explain why is it so. I am very new to structural design and preparing for the interview.
Thank you so much sir for such a great teaching I'm not able to reach at your site please provide other link so that I can connect with you. I really would like to have that full excel sheet of yours. Thank you
Thank you for your times, effort I am really appreciated however would that be possible to demonstrate the Flat Plate Slab designs with different thickness, fold and irregular columns without beam.
Can you give design steps for individual eccentric footing with foundation beams enclosed in it & combined footing with one column eccentric and other with axial load with beams enclosed????? I think you got my my question right if not then comment below......
Hello sir… how do you add roof truss loads in ETABS… since I’m in Bhutan 🇧🇹, all the houses here have roof trusses with sheets so could you explain how to add those roofing truss and sheet loads on the structure in ETABS?
just wanted to know if it is ok to have a center of the diaphragm outside the asymmetric building plan after assigning the floor diaphragm in etabs model? How to solve this if this is an issue?
What heppend if we dont use 0.7 0.35 etc. For designing beam and columns in. Etabs is it necessary to use these values or we can design with all values as 1 ..pls reply
Need help, I modeled 4 story building w/ concrete frames & slabs. I ran the design/check analysis w/ ACI 318-14 code. At the upmost story, the joint shear check/design & the (6/5) beam/column capacity ratio value is shown as N/A with notes : N/A: Not Applicable N/C: Not Calculated N/N: Not Needed Why the value is shown as N/A? What are those notes mean in particular? and How am I supposed to fix/handle them? I've been a while on the internet but nothing. Is there any specific reference regarding those issues?
Can I pay through any other medium? Like through UPI or by bank transfer since I don't have a credit card. Hope you would help me with this to get the resource
Thanks you so much sir... Sir i have a question,.. I saw another video about Meshing... In that video he also Mesh the Frames which is Columns and Beams... It is necessary to mesh columns and beams or it is ok Not to.
And another question sir if you dont mind... In Stiffness Modifier in Slabs of 0.25.. It is not necessary to apply stiffness in slab of stairs? Because in your video you didint include it. TIA for the reply sir... Greetings here from philippines
You are very updated and I want to ask few questions. where are you from?(according to your accent it seems you are may be an Indian or malaysian person) and what did you study in university? Do you have information about Autodesk React Software how we can get that?! I think it was a very good software for structural design. and about csi plant for piping design and supports. thank you so much sir.
Finally! The guide I have been looking for! Screw those 6 years in school, 2 rounds of exams, and 4 years of apprenticeship!
Glad you have liked it.
Dear sir !
im from VietNam and i follow your channel for a long time, i admiration you and respect you because of your product is very amazing
Wish your channel always evolved
Thanks a lot
You are just the best tutor I have seen on youtube ever. this is just so wonderful.
Thank you so much. I have difficulty purchasing your design aid, but Inshala, I will get it.
You are so welcome!
Best explanation ever seen on UA-cam ..thank you sir
hello mr engineer .I love your channel and i have learnt a lot from you and you are amazing in my point of view.I am from iran and i love engineering in all kind of especially civil eng. God bless you man.
Thanks a lot dear. Ameen.
Alhamdulillah finally I cleared my doubts
Thanks for this lecture, Md. Humayan Kabir. It would be highly helpful if you make a tutorial on a heavily irregular plan where setting the grid line is a cumbersome task. Hope you would not disappoint us!!
finally the proper designs thank you so much sir for sharing your knowledge.
Greeting sir, i m fresher on ETABs and your tutorial help me lot and sir further i will be grateful to you if sir could share those excel format for designing beam, column, slab and etc please sir its my humble request.
One thing that I can say for you is that, you are my best starting from when I was in Campus even right now I am at government bureau . Sir how can I get this complete excel sheet please ?
please make a tutorial on the interpretation of results of slab stresses and forces in etabs.
Assalamualaikum sir
Thank you for your help
Keep writing article on your website it's really very helpful 😊👍
thanx for the great information and this perfect presentation.
Thank you very much for all of your hard work and valuable information. This is a great channel to watch.
So nice of you
Amazing Tutorial.. looking forward for similar tutorials on Steel Buildings and PEB structures.
You are a great man, I thank you from the bottom of my heart ترجمه قوقل العفو اذا في غلط
Very informative but you have designed Everything as per Indian standards
Great Video. One Question: (Time: 23:39 to 23:56) How did you know you had to change the beam width from 20cm to 25cm after assigning the wall loads?
Hello sir, I watched your videos on Protastructure Modeling also, I have both softwares, Please tell me which one is better btn Protastructure and Etabs?
Kanu method is used for structural analysis for horizontal loads such as wind or earthquake.
I have purchased the the excel package and iam so thankfull, can you please tell if i can use the loading which it in IS code to design per ACI as they are provided in SI units.
Great, a million thanks.
Masha Allah
thanks alot for the great work bro, be blessed, i have learnt a lot from your channel
My pleasure
@@Decodebd man i've checked your videos in your channel - you're an absolute beast!!
@@altamont_2439 Thanks for your inspiration.
Thank you so much sir
Welcome.
Thanks you
can you please show how to model a two story bunglaw made of unreinforced masonry walls
Sir,
IIT is very much thankful for the way you teacher the analysis in etabs.I want to know that initially you advertised about the excel sheet and others on payment. Can you intimate that how to get that for me.
Thanking you ,
Mail me at humayun.afec@gmail.com
I hope u making video about fence design .
This is what we actually need to know thanku so much sir
Welcome.
THANK YOU VERY MUCH SIR YOU ARE GREAT IT HELP ME LOT
Thank you Sir.
You are most welcome
You are doing well.
Thanks.
Thank you very much for all the effort and the valuable information, a very good channel, to watch, why not give us a full training to study, model and analyze a multistory building from A to Z through this wonderful program
There is already one course- ua-cam.com/video/DuDf8jFBEOk/v-deo.html
Thank you for sharing the best tutorial.
You're very welcome!
God Bless you
جزاك الله كل خير
A very good and beneficial tutorial specially the footing part. Thank you very much. But, I could not follow the stiffness modifier for torsion and for serviceability as 0.5
The modelling is better in Midas nGen 2022. They should include the modelling like Midas nGen, it is much easier than Etabs v20
Sir can you please provide this plan link to download,because we are doing final year project on this type of plans. This is very helpful to us.
love and respect from pakistan
You are not providing the floor finishing load to the slab and balcony that you have provide later at the time of F3 modeling. Can you please explain why is it so. I am very new to structural design and preparing for the interview.
Very thank
WE ALL LOVE YOU!
Very Informative... Shukran....
Thank you so much sir for such a great teaching
I'm not able to reach at your site please provide other link so that I can connect with you.
I really would like to have that full excel sheet of yours.
Thank you
Hello sir !Very good and beneficial tutorial. if u don't mind, can I get the excel sheet that you showed in your tutorial?
Hello, i want ask, when i to restrain reaction, why i can't set tabulated for plot type of reactions?
Thank you for your times, effort I am really appreciated however would that be possible to demonstrate the Flat Plate Slab designs with different thickness, fold and irregular columns without beam.
How to calculate load of structural Glazing with aluminum frame.when we use Structural glazing instead of brick in exterior
Please make a vedio on load pattern define.. Defining about self weight multiplier.. Which we should take 1 and which one we should take as 0..
If anyone know exactly what to use.. Please cooment..
Sir, do u provide offline course...(structural part)
Can you give design steps for individual eccentric footing with foundation beams enclosed in it & combined footing with one column eccentric and other with axial load with beams enclosed?????
I think you got my my question right if not then comment below......
We don't need csi safe for foundation design as we can do the same in etabs???
thanks for the great effort and wonderful job keep going
Hello sir… how do you add roof truss loads in ETABS… since I’m in Bhutan 🇧🇹, all the houses here have roof trusses with sheets so could you explain how to add those roofing truss and sheet loads on the structure in ETABS?
helpful tutorial sir 👍
Keep watching
Excellent sir...thanks a lot. Really helped a lot.
جزاك الله خير
Very nice tutorial
Many many thanks
just wanted to know if it is ok to have a center of the diaphragm outside the asymmetric building plan after assigning the floor diaphragm in etabs model? How to solve this if this is an issue?
What heppend if we dont use 0.7 0.35 etc. For designing beam and columns in. Etabs is it necessary to use these values or we can design with all values as 1 ..pls reply
Need help,
I modeled 4 story building w/ concrete frames & slabs. I ran the design/check analysis w/ ACI 318-14 code.
At the upmost story, the joint shear check/design & the (6/5) beam/column capacity ratio value is shown as N/A with notes :
N/A: Not Applicable
N/C: Not Calculated
N/N: Not Needed
Why the value is shown as N/A? What are those notes mean in particular? and How am I supposed to fix/handle them?
I've been a while on the internet but nothing.
Is there any specific reference regarding those issues?
This is one of the most helpful video I have ever seen for etabs designing. May Omnipotent Allah have mercy on you. Brother where are you from?
Thanks a lot. I am from Bangladesh.
Please sir share me the excel
Why cover considered as clear cover in etabs v19? As exmpl: beam 25mm cover now but previously 38mm.
can we have a similiar video to this designing a mansory building?
Why we stiffness modifiers using on Structural member.
Can I pay through any other medium? Like through UPI or by bank transfer since I don't have a credit card. Hope you would help me with this to get the resource
did torsional constant always same as moment of inertia 2axis and 3axis?
Sir i have question... When we print The REPORT DETAIL in Etabs... The footing Detail will be there?
YOUR VIDEOS AND OTHER EXCEL SHEETS - HOW MANY CHARGE?
How about the wind load and seismic load?
MashaAllah, May Allah reward you for such a great effort....Can you plz share the excel sheets
Check resource Page of the website decode-bd.com
@@Decodebd I've been checking but I did not find it...can you plz send it to my email:
Emaadaljanadi@gmail.com
I'll be so grateful
in area spring property wheather we have to select compression only or not???
Thank you sir 🙏
Most welcome
Bro plzz make a video on basement wall design
Awesome.
Thanks!
Where did u use the aci code???
Hello sir can you do complete building design tutorial video on ATIR Strap software
do you have an example for unreinforced masonry walls design in etabs...? thanks
Great work!!
Please also make a video on shear wall design
Shear Wall design tutorial is already available check here- ua-cam.com/video/Prv3Jugj8ag/v-deo.html
@@Decodebd Thanks.
want to know if we can model two way slabs in etabs with triangular and trapezoidal load distribution to beams
How many stories it is allow to design?
Sir kindly upload stairs design as per ACI provision and codes.
Can you share those Excel sheets for design pls..
Thanks you so much sir...
Sir i have a question,.. I saw another video about Meshing... In that video he also Mesh the Frames which is Columns and Beams... It is necessary to mesh columns and beams or it is ok Not to.
And another question sir if you dont mind... In Stiffness Modifier in Slabs of 0.25.. It is not necessary to apply stiffness in slab of stairs? Because in your video you didint include it. TIA for the reply sir... Greetings here from philippines
Good
Thanks
Where can i get all building structural elements design excell sheets of IS CODES?
Sir will I get these materials if I join your fan membership? I have been watching your youtube channel for a long time..thank you.
I am not able to find support tab after column placement
IF I SELECTED A BEAM BUT ITS NOT SHOWING LIKE DOTTED OR SELECTED ,WHICH COMMAND SHALL I USE
the file link is not working can you please provide another link?
Sir plinth beam kaise design hota hai etab main plz explain
Hi sir.. thanks for your information.. please attach us the excel file
how to get the xcell sheet that is used in this video......
You are very updated and I want to ask few questions. where are you from?(according to your accent it seems you are may be an Indian or malaysian person) and what did you study in university? Do you have information about Autodesk React Software how we can get that?! I think it was a very good software for structural design. and about csi plant for piping design and supports. thank you so much sir.
He is from Bangladesh
It was trial project of Autodesk. It's sad that they didn't continue with it.
HELLO THANK YOU FOR THIS VEDIO . PLEASE SEND US THE FILE OF ACI
Sir why some column getting more reinforcement in upper stories
Please post part two
pls upload same building design detailing in CSI details v18 sir.. Thank you..