Multi-storied Building Design in Etabs v18 | IS 456:2000 | Part-2

#wind_load #seismic_load #etabs
In this tutorial we will see- Assigning proper Diaphragm,Applying seismic loads as per IS 1893:2016 with explanation, Applying wind loads as per IS 875:2015 with explanation,None line warning resolving with null beam, Assigning Pier & Spandrel label properly, Mass source and Self weight multiplier sensitivity,Analysis & Design of the structure as per IS 456:2000, Effect of additional shear wall for internal columns, When to change column orientation for better design, Where we can release Beam Torsion, and much more tips, tricks and important topic explained inside.
Join as a member to get resources(cad, excel) used in the tutorial. To be member click the link given below-    / @decodebd  

Difference between wall Pier and Spandrel- ://   • Difference between wall Pier and Spandrel  

Shear Wall or Lift Core Design in Etabs in Details-   • Shear Wall or Lift Core Design in Etabs in...  

In case if you missed Part-1, Link-    • Multi-storied Building Design in Etabs v18...  
--------------------------------------
Related Tags:
Diaphragm,diaphragm in etabs,mass source,self weight multiplier,building design in etabs,column orientation,tips & tricks in etabs,release beam torsion,beam torsion,shear wall,Pier label,Spandrel label,warning in etabs,Applying wind load in etabs,seismic load in etabs,earthquake load in etabs,etabs,etabs v18,csi etabs,etabs tutorial

#Click Here To Subscribe the Channel: https://www.youtube.com/c/decodebd?su...

#Checkout all playlists:
https://www.youtube.com/view_all_play...

---------------------------------------------------------------------------
LOVE YOU ALL MY VIEWERS & SUBSCRIBERS .
---------------------------------------------------------------------------