Etabs Analysis of G+3 Building | Design of Residential Building Part 7 | Incluidng Project Report |

In this video, we will analyse g+3 building in etabs and interpret the results.
Part 1(Analysis of ETABS results): • Analysis of ETABS Resu...
Part 2(Introduction and Grid Formation) : • ETABS Modeling and Ana...
Part 3(Define Material and Section Properties) : • ETABS Modeling and Ana...
Part 4(Define Load Pattern, Combinations, Mass Source and Diaphragms in ETABS): • Define Load Pattern, C...
Part 5(Modeling of frame and slab): • Modeling of Residentia...
Part 6(Assign Load): • Assigning Loads to Fra...
Part 7(Analysis of Etabs Results): • Etabs Analysis of G+3 ...
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[@argenkarmacharya2724]

we shall check the drift and displacement for serviceability condition...i.e with property modifier as per code????

[@civilconst]

Yes. I have made a video on that too. Do check it.

[@abhishekchhunju5912]

Well made video. Thank you Sir. I was searching for the code reference for torsional discomfort in the building. i.e. the first two mode should under go the translation in either direction, and third mode to the rotation. Please help me find some code reference for this explanation is NBC or IS code. and how can we solve it if we didnot get the first 3 mode as we need.

[@civilconst]

Glad it helped. You can find that in IS 1893:2016 part 1, cl 7.1 torsional irregularity.

[@chojaywangchuk3295]

sir i am not getting your part 1 till part 7 video ..share me link sir

[@civilconst]

th-cam.com/play/PLpyKfKgCZOelcxT1bN48i2IE9qY3H4fRA.html

[@vishal0199]

I think it is 0.004 times height of single storey i.e 3 m in this case and not total height. Please confirm..

[@civilconst]

Maximum permissible storey displacement and permissible storey drift are calculated from IS: 1893 - 2002 and IS: 456 - 2000. Maximum permissible storey displacement is limited to H/500. Where, H - total height of building. Maximum permissible storey drift is limited to 0.004 h.

[@bishalchaudhary4562]

What is the solution when the top rebar area comes more than lower floors..please explain

[@civilconst]

That's for B/C ratio.

[@bishalchaudhary4562]

@@civilconst Is it ok to design residential buildings by making B/C ratio off in design prefences

[@sujanjoshi54]

Well explained. Thanks alot. I practiced on one building but the result was not proper. Can u make video on that building. Please share ur mail so that i can send the drawing to u.

[@civilconst]

That's not possible brother. I can't make a whole video for a particular problem. But you can share what actually your problem is? I can help with that.

[@sujanjoshi54]

Load applied:
- 4" wall - 7
-9" wall - 13
LL - 1.5, 2, 3
FF- 2
Beam rebar came only 100 TO 250