Earthquake Resistant Design-Base Shear and Overturning Moment Check | ETABS | ilustraca | Sandip Deb

[@ravishankar.p5542]

well explained sir informative thanks

[@ahsanhabib8171]

Good work 👍

[@supratimhore2972]

Super

[@nahidmustneeded2714]

Boss

[@md.bayzeedhossain2923]

Please clear my one doubt about Response plot: Why lateral load in stroy & lateral load in diaphragm value is different for Eq load?

[@ilustraca]

If u assign separate diaphragms at each floor level then obviously the plot will show forces for individual diaphragm.. but story forces will be as usual... if u assign same diaphragm definition at all floor lvl then those will be will same as story force plot

[@md.bayzeedhossain2923]

@@ilustraca i model a 10 story building...all floor have same diaphragm...just one floor have 2 diaphargm....then lateral force in stroy and lateral force in diaphragm are shown different value...why

[@sarfarazshaikh7334]

Sir where are located If I want to learn directly?

[@mahendraaandkaanchanpatil1489]

Sir in staad how we can define tapered cantilever concrete beam? Please explain

[@ilustraca]

Video will come tonight on that same

[@mahendraaandkaanchanpatil1489]

Thank you sir Actually I want to register for online classes for staad connection edition 🙏

[@ilustraca]

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[@shubhamsarkar4282]

Sir . I have a Question. If a rectangular column contact with beam in three different directions how should I model this on etabs... Should i used link if the beam is actually eccentric in column

[@ilustraca]

If the eccentricity to each beam is not that high then u can model the beam at column centre..otherwise connect the beam end wd column centre using rigid links..