Modeling and Analysis of G+3 Building | Complete Etabs Tutorial | Learn for free(No experience reqd)

This video will show you how to model and analyze G+3 residential buildings in ETABS according to the Indian standard code.

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[samcapital]

I like the way you described everything....detailed and the best part music is slow and does not affect the narration. Well done.

[Cdramab]

This video is very informative with simple explanation and really appreciated sir. I'm watching all the videos for complete building design. Thank you sir.

[anishpandit]

Ka bata ho hajur ekdam babbal lagyo malai ta ...yesto videos ajai banaunu yrr dherai ramro ..😍😍

[claudebai]

thanks for posting a etabs video that speaks proper english.

[robertiravonga]

Very comprehensive and well-explained. This is probably the best I've seen.

[manojtimilsina]

As there is the secondary beam in staircase side, so we have to give the load as per the absolute distance upto the the secondary beam?

[ganeshnani]

Sir, thanks for the knowledge that you have provided in this vedio, I have a doubt that how the sunken slabs and low roofs are designed, I would be thankful that and I hope that it will be useful for many of

[bikashranjansethi]

Why u designed slab to be shell thin... could u please explain??

[ronnie]

Well done, appreciate your effort. You are taking 1st floor beam as ground floor beam. As per your architectural and etabs model drawing ground/grade/plinth beam is at level zero (0). But you haven't drawn the beam which will sustain/carry wall load from the above. The base of the footing is at level -1.45m. So there is a short column. Won't you consider this for subsequent foundation design including surcharge & applicable load. I suppose if meshing is set to none by default then program won't mesh the slabs/elements and frame joint etc. Plz clarify

[Sankalp-Art-Work]

What about stiffness modification for column and beam ..
Generally we take it as .70 for column and .35 for beam

[IrfanShaikh-SE]

Please make a video on detailing I mean how to provide bars in column beam and slab. Please make video on this I really like your videos.

[saqibahmedkhan]

Dear Sir good morning please make a vedio having circular beams and explain how it can be made in ETABS SOFTWARE

[rajankhadka]

Great video. Is it also necessary to have 10% difference in fundamental time period of building in prinicipal plan direction?

[dipeshsingh]

Great video sir😍😍
Sir iam final year student nd making project on mono column building.can u make video on design nd analysis of mono column multi story building in etab??
yas bata malai dherai help milxa nd i request to send me excel file nd etab file for reference

[prabalkhakurel]

Great video, sir can you share the link of the video where u have explained more about eccentricity’s calculation? And also, what if the eccentricity calculated is more than the permissible? What shall we do then?

[sujanjoshi]

In ur video the time period in etabs is greater than calculated by 44 % but in my work, the time period in etabs is less than calculated by 7% . What is the problem and how to fix it.

[bivekgosai]

sir what about the irregular floor plan ?? How to draw its grid??

[adamhiwan]

Sir can you make structure to be check like design.

[visakhachalisey]

Can you tell me how to rectify the torsional issue if the Ux and Uy of mode 1 and mode 2 does not exceed 40%??

[nadeem]

Sir how to assign lift loads, water pressure and soil pressure load??

Sir plzz make a video on these load patterns🙏🙏🙏🙏