Earthquake ( Seismic ) Analysis of Building by using IS 1893:2002 in ETABS Software

In this Video lecture you are able to learn about Earthquake ( Seismic ) Analysis of Building by using IS 1893:2002 in ETABS Software
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Basic parameters considered for the analysis are
1. No of Stories : 11 (G+10)
2. No of Lines in X Direction : 12
3. No of Lines in Y Direction : 8
4. Beam size : 0.23mX0.30m
5. Column size : 0.4mX0.6m
6. Slab size : 0.12m
7. Live load : 5 KN/m2
8. Dead load : 2 KN/m2
9. Density of concrete : 25 KN/m3
10. Seismic Zones : Example Zone 2 and Zone 5
11. Site type : II
12. Importance factor : 1.5
13. Response reduction factor : 5
14. Damping Ratio : 5%
15. Structure class : C
16. Concrete Design Code : IS 456 : 2000
17. Earth quake design code : IS 1893 : 2002 (Part 1)
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[@kuteddulaupendrareddy5035]

Thank you very much for making video with good audio as well..

[@civilengineeringbyshravan9596]

Thank you

[@ezhilarasan3776]

I m waiting for push over analysis video sir..pls do video continue

[@civilengineeringbyshravan9596]

I will update to you tomorrow

[@er.koushikdas2150]

Ok but khuja pachi na

[@aleenaraechalgeorge4056]

Is this a response spectrum analysis?

[@vijaybhasker2928]

sir, why seismic load is taken on shells?

[@vijaybhasker2928]

sir how to assign EQ+X and EQ-X in etabs software

[@sivasankartanikonda9820]

Where is load combination values

[@subhambare]

Send me that file please