Mr.Shalika, When you are applying shell loads (13:36) 'replace existing loads' option is selected. There, previously assigned load is replaced. Is it correct. Please clarify.
sir most of the times ,etab shows: top floor column reinforcement area is lager than the lower floor, Is that possible and need to know why its happen in e tab
Thank you so much🎉
Thank you very much sir. Very helpful and informative. Waiting for other tutorials.👍👏
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thank you very much
Great one mage sir♥️♥️♥️
Thank Lahiru
Mr.Shalika, When you are applying shell loads (13:36) 'replace existing loads' option is selected. There, previously assigned load is replaced. Is it correct. Please clarify.
Great lesson.Can you make another tutorial by illustrating how to incorporate seismic and wind loads on RC frame structure?
Very nice..... Thank you sir
Most welcome
Thank you Mr. Shalika !
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Very helpful ❤️❤️❤️ do some series of videos . best of luck🥰🥰🥰
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sir most of the times ,etab shows: top floor column reinforcement area is lager than the lower floor, Is that possible and need to know why its happen in e tab
Yes, it can happen due to bending, for an example due to lateral load/wind load, even if the axial force is lower compared to the columns below.
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