Property/Stiffness Modifiers in ETABS | Limit State of Serviceability | IS 1893-2016

[@IrfanShaikh-SE]

Nice work. Please keep explaining in detail in your next video's as well.

[@civilconst]

Thank you

[@mabinpanday]

Well Explained !! Cheers Keep Making Videos its helpful.

[@civilconst]

Thanks, will do!

[@aashishp007]

Also further, should we use Property modifiers with P-Delta or without P-Delta??

[@hemilcivil3909]

Very good... information

[@civilconst]

Cheers

[@aayushrjl]

why did you delete your yesterday video ??

[@civilconst]

Thank you for your concern. I am reuploading it

[@MuhammadSaeedYamin]

GREAT JOB

[@civilconst]

Cheers

[@aashishp007]

IS 1893 doesn't specify weather the Stiffness/property modifiers are applicable for Service or Ultimate condition Unlike ACI, whats your take??

[@maluandpartners]

Yes, it does. Refer IS 1893: 2016, page 14 or 13

[@aashishp007]

@@maluandpartners No it's not...

[@civilconst]

In my opinion, we must use it for overall analysis i.e ULS and SLS

[@conscience_irtahk]

what about stiffness modification factor in slab??

[@civilconst]

it can be taken as 0.25

[@mirzamohammedalibaig9744]

The Slab Unfactored Load it is abt 0.35 Ig & Factorer Load is abt 0.25 Ig

[@usmanyakubu5225]

Thank you Sir is now I understand with is mean by stiffness modifier coefficient in reinforced concrete design in etabs

[@civilconst]

Cheers

[@abhisekhbaraily4077]

Sir teach us SAP 2000 plz..

[@civilconst]

I am starting SAP 2000 from next week

[@abhisekhbaraily4077]

@@civilconst eagerly waiting sir !