R-12) ETABS Design Checks; Rebar ratio, Irregularity, Drift - Building Design - Civil Engineering

#Civilengineering #Structuralanalysis #buildingdesign #etabs #concretebuilding
in this video, we are going to perform the following checks in our residential building model.
1. Check for Section Failure
2. Check the Rebars Percentages
3. check P-M-M Interaction Ratio
4. check Beam and Column Capacity Ratio ( B-C-C check)
5. check Story Drift, Displacement, and Drift Ratio
6. check Torsional Irregularity
Click for all parts: • ETABS: Residential Bui...
click for 20 Story Building Design:
• ETABS: 20 Story Buildi...

[@user-fx1wv3jw5x]

🙏 explain very well. Easily understand. Thanks.

[@chiblefrancis8790]

great simple video fast with lot of information without a lot of nonsenses talk

[@dilipngangom4198]

Great video👍Lucid illustration😀Pl. carry on.

[@mohamedelsharida803]

Amazing!

[@nitinsharma228]

Amazing video

[@aqibahmed4627]

very needful video thanks

[@vichekachristoffel7973]

excellent video

[@rex2324c]

Very helpful video

[@mezgebekahsay9063]

Thank you dear

[@hareshsolanki6841]

Excellent 👌

[@ravishankar.p5542]

Super....

[@naseerahmad62]

nice it help me a lot

[@user-vq5im2uv4v]

Thanks bro

[@jahedulalam566]

How to print pmm interactions ratio, if the structure need retrofit.

[@amitsah726]

sir, story displacement values are not showing in my etabs model as you checked.can u pls help me out?

[@md.aktarulislam7463]

sir, check column/beam capacity ratios- show N/C , and check Idetify shear failure e show N/A O/S . what i can solve this ?

[@md.aktarulislam7463]

My BCC ratio show N/A instead of showing any value. What is the meaning of this N/A ? and what i can solve this ?

[@dilipkumaryadav7406]

@Ehsan Tutorials there is more preecentage in top story than lower stories........is it correct?

[@khairulfaslandarwis4531]

Yeah, due to moment.

[@kunalpatil7146]

What if irregularities in torsion in EQ Y direction, what can we do to reduce it?

[@Sunilkupatra]

Provide shear wall

[@arms866]

great

[@hidupsantuy9775]

hey bro , when i check colum/beam capacity ratio , its N/A , what should i do? , please help me, ty

[@hidupsantuy9775]

beam/colum capatio ratio N/A, how to fix that, please help me

[@shareqinamdar9211]

Can you please share the excel sheets sir?

[@toyebteli7475]

Can u share ur etab file

[@toyebteli7475]

I design this building but I am getting less reinforcement as compared to u

[@hidupsantuy9775]

hey bro , when i check (6/5) beam/colum capacity ratio ,the result is N/A , what should i do? , please help me, ty (etabs 2016)
my model just insert dead load, superdead load, live load, modal cases 12, combination is 1.4 D + 1.4 SD, and 1.2D + 1.2SD + 1.6 L, mass source is 1 D, 1 SD, 0.25 L,

[@dagnadessie751]

I think N/A means not applicable because you have chosen LDC rather than MDC and HDC

[@harshalmore4437]

My BCC ratio show N/A instead of showing any value. What is the meaning of this N/A ? and what i can solve this ?

[@manojtimilsina6789]

you have splice your column?

[@hidupsantuy9775]

@@manojtimilsina6789 hey bro , when i check (6/5) beam/colum capacity ratio ,the result is N/A , what should i do? , please help me, ty (etabs 2016)
my model just insert dead load, superdead load, live load, modal cases 12, combination is 1.4 D + 1.4 SD, and 1.2D + 1.2SD + 1.6 L, mass source is 1 D, 1 SD, 0.25 L,
please help me