Lecture 2 - Modeling of RCC Multistoried Office Building in ETABS (Design based on NBC 105:2020)

[@rajnishyadav532]

brilliantly explained every steps. Thank you for such wonderful video

[@aashishregmi8233]

superb work sir.. wish you rise and shine always

[@shivaramthapa4108]

What about non-parallel system ?? can you do analysis using response spectrum analysis using nbc 105:2020...

[@MillenniumStarConstruction]

Great work sir

[@bijayshakya2767]

I think after providing the reference palne at 30m and drawing shearwall from that 30m till the 0 level, I couldn't see any shearwall on that reference plane at 30m. Can you please explain if possible. Thanks alot.

[@balajit1382]

Hi, can u please share the power point slide which you are presenting?...

[@Anonymous-ue7dl]

❤❤🎉

[@pi_arjun]

Cool, well explained. Could you share the slide?

[@inquisitiveengineer1993]

Drop your mail address here!

[@arunchandbala9597]

Sir, I am not able to give shear wall above the top floor for lift as you have got..I followed the same procedure,if I am going to Plan view at 30m and selecting Single story and assigning shear wall as you said it is assaining for only the top floor not for whole building... But in your case you are able to get Shear Wall foe whole building including Terrace Please help me with this

[@sandeshmalla2891]

Hello sir can you please provide the architectural drawings of the building?

[@akhileshgupta8342]

Sir could you provide me the architectural plan for practice?

[@himmanshuurazzsharma5086]

Hlw sir plz share or attach this plan so we can practice analysis in our etabs

[@abinashmandal6202]

You didn't use stiffness modifier for walls !!!!!

[@flyhigh-xd3jw]

A humbly request you to provide this autocad file ...plzz

[@inquisitiveengineer1993]

Drop your mail address here!

[@rajeevlamichhane5217]

Wow...👍👍 Can you send me seismic coffecient calculation excel file ??

[@anishkushwaha8697]

Upload mero video sir