Plinth beam : Plinth beam design I Is it mandatory to model plinth beam for design?

[@MudgalS.R]

I found a great channel with a great teacher,Thanks u very muchs sir.

[@CIVILERABangalore]

Thank you :-) Please spread a word about the channel in your circles
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[@manishhshashikantdharek-ms329]

Thanks Er.Premjit. very nicely explained

[@CIVILERABangalore]

🙂

[@ravishankar.p5542]

I always first hit like button before watch your videos because I know your videos are always informative and more useful...My favourite premjith sir thank you...

[@CIVILERABangalore]

Hey that is so nice of you 🙂 Please propagate the channel if you like :-)

[@sunilnandhan1]

Thank you Premjith Sir for an informative videos..

[@CIVILERABangalore]

thanks for the comment 🙂

[@SabbirHussain-z2s]

You are really a gem !!

[@CIVILERABangalore]

Thanks for your kind words 🙂
what do you do

[@SabbirHussain-z2s]

@@CIVILERABangalore I am a structural engineer. Your videos have been really helpful.

[@CIVILERABangalore]

@@SabbirHussain-z2s ok

[@bikashranjansethi6811]

insted of cut lintel, Where lintel beam is provided through out, Should we need to design the Linel beam during software analysis??

[@CIVILERABangalore]

You had asked in group may be will do a video on that some time. let me see.

[@vivekchettridahal5705]

I was about to ask the same question. Thanks man.

[@CIVILERABangalore]

@@vivekchettridahal5705 I have a blog on this topic www.civilera.com/post/short-column-effect
Join my group?

[@M.Khan325]

Avoiding plinth beam will cause the column to become slender but most of the times, the plinth beams makes it a short column fully under compression, which itself is a problem..

[@CIVILERABangalore]

design for it. saying it creats short col effect and ignoring its need is not possible either

[@M.Khan325]

@@CIVILERABangalore yes u r right.. can u plz make a video on how to properly address the issue of short column effects??

[@CIVILERABangalore]

@@M.Khan325 model it and design for the appropriate forces developed

[@CIVILERABangalore]

@@M.Khan325 short col effect needs to be captured in analysis by properly modelling it. Then design as per the forces.

[@brigadeshivu]

Sir plinth beam provision causes short column effect?

[@CIVILERABangalore]

yes. but that does not mean you should not provide it. If you provide, model it and capture the effect in analysis and then design for it