1)what is unsupported length and effective length can this both be seen physically and can be mesured by tape or not? 2)How tension is developed in the column Is it develop when column bends or what? 3)When column is loaded there will always be biaxial bending then why sometimes considered only uniaxial bending is it because uniaxial bending is less so we neglect it or what. 4)what is difference btwn bending and buckling?
One of the main requirement of the seismic design of the reinforced concrete structure is strength of column should be always more than the strength of beam.In thiscase, I found that the strength of column beam ratio is different in different Country's design codes.For instance the ratio is 1.3 as per ACI and 1.2 as per Eurocode.What could be the reason behind the existence of different values? Thank you
One of the main factor which i feel is most of the countries fall under different seismic zones and design differs according to regions and codal provisions are different in different codes, so there is slight difference in the ratios
@@structuralanalysisanddesign sir it will be very kindful to you if ypu make a video on design of slender column and biaxial column. unfortunately i dont had good faculty to learn so please help and make me to learn....
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this is fascinating video & i really appreciate and thank you sir
You are most welcome Vinay, i hope all my videos will be helpful to you and thank you for appreciation
Wonderful explanation sir
Thank you very much
It’s very helpful for my RCC exam
❤❤❤❤❤❤❤❤
Thanks for your endeavors to explain with neat sketches. We look forward more videos from you, Sir. Have a great day.
Thank you, planning to come up with more civil and structural engg videos
❤️❤️❤️Tujhe dekha to ae jana sanam,iam tamil u helped me bro
Thank you sir for very basic video...
thank you for making video sir ❤❤❤❤❤❤❤❤❤❤
For types of column start at 10:00
1)what is unsupported length and effective length can this both be seen physically and can be mesured by tape or not? 2)How tension is developed in the column Is it develop when column bends or what? 3)When column is loaded there will always be biaxial bending then why sometimes considered only uniaxial bending is it because uniaxial bending is less so we neglect it or what. 4)what is difference btwn bending and buckling?
Thank you so much Sir... you are just awesome
Thank you for explaining so good. Could you please make a video about theory, analysis and design of a staircase.
Love from Nepal .
Thank you so much Jayesh, i will definitely try my best to come up with staircase
Very nice
Thank you
thank you very very much sir
Most welcome, all the best, keep watching for more videos
Thanks sir , could you expain the difference betwween neutral axis depth and equal area axis ?
Thank you
You're welcome, all the best
Sir, what is difference between concentric axial load and axial load with uniaxial bending
One of the main requirement of the seismic design of the
reinforced concrete structure is strength of column should be always more than
the strength of beam.In thiscase, I found that the strength of column beam ratio is different in different
Country's design codes.For instance the ratio is 1.3 as per ACI and 1.2 as per Eurocode.What
could be the reason behind the existence of different values? Thank you
One of the main factor which i feel is most of the countries fall under different seismic zones and design differs according to regions and codal provisions are different in different codes, so there is slight difference in the ratios
@@structuralanalysisanddesign thank you for the reply..as per the Indian standard design code the ratio is 1.4 right
Yes according to new code it is 1.4
Have you solved and sums on these?
Yes already uploaded
sir please make a video on bi axial column
I apologize because due to your frequent request also i am not able to upload due to other works, soon i will upload
@@structuralanalysisanddesign
sir it will be very kindful to you if ypu make a video on design of slender column and biaxial column. unfortunately i dont had good faculty to learn so please help and make me to learn....
i always follow your lectures .
Definitely i will try to upload soon
@@structuralanalysisanddesign
thank you very much sir, your design lectures helping me alot understand subject practical point of view
When,where,why to decide shear wall..pls do that type of related video
Sure, your suggestion noted and soon will work on it, keep watching and keep supporting
Sir if u have the handwritten notes , then sir plz provide its pdf on WhatsApp group