Ductile detailing IS 13920

Kindly note: Correction At 9:55, Cross-sectional aspect ratio should not be less than 0.45 as per Clause 7.1.2- IS 13920:2016
Ductility, significance, factors, seismic zones, Provision of ductile detailing in beams and columns

[@sushantdahal7809]

At 9:55, it is Cross Sectional Aspect Ratio should NOT be less than 0.45.

[@SaleemaPanda1990]

Thank you for correcting me.

[@Civil_cafe]

I have started my project on earthquake analysis of buildings, it is very useful for me mam.. hope u will make more useful videos related to earthquake engineering.🙂

[@anand4236]

Amazing explanation Mam ..Mam please do over view of
is-13920 ..and explain this whole book as a element Wise design and detailing in practical structural drawing like column beam shear wall and its minimum size according to the zone level ... please do it mam it will be helpful to many students ...I subscribed ur channel waiting for the video ... please reply mam if you like my comment

[@anand4236]

Dr.saleema mam thank you so much mam .. waiting for the is-13920 explanation video ... and u look so pretty in ur channel dp mam😅

[@SaleemaPanda1990]

@@anand4236 th-cam.com/video/hRb4vw9ti9M/w-d-xo.html I have started the design from scratch. There are more parts coming with this video which will include design and detailing.

[@SaleemaPanda1990]

th-cam.com/video/gJxfigMMLYI/w-d-xo.html

[@anand4236]

@@SaleemaPanda1990 ... ..thank you mam... thank you so much

[@anand4236]

@@SaleemaPanda1990 ..mam can I have your email ID...I have many doubts in is-13920 .. .

[@abhinavSeltzer]

Its 2.5% and not 0.025%...and its not the minimum reinforcement but the maximum long r/f...kindly correct it.

[@menkapandey482]

Ductility and energy absorption for building can you please explain mam

[@arbaz28]

Can You share the PPt

[@syedmubarak9593]

Hi