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Sir i'm a architect and I wish to know if it's possible and how to construction a stand alone column 60'(ft)
Sir,Nominal length & effective length same or different ??
Crystal clear Concept of effective length
Sir, how can I prevent cracks in non-loading partition walls due to deflected steel structural beams' interaction?
Why is effective length important sir. Why do we need to find eff length, what is the purpose of it?
Used to check column slenderness to know whether it will fail by buckling
Hello civil engineering ,please how can i calculate the on a the lateral surface by a buckled colum
Why k=2 for Cantilever Column!!??
Cause one end is fixed and one end is free !!
What is effective length of column along y axis?
Thank you sir 😊
Most welcome
Thanks bro.
Welcome
Does sap 2000 determine lenght factors ???
Veryhelpfull thanks
Glad it helped
What is minor and major axis buckling?
Will make a separate video on that.
For major axis buckling, it is pinned at both ends, For minor buckling, it is pinned at one end and fixed at the other end.
Sir sound doesn’t clear
Thank you😊
You're welcome 😊
Last case m lenth bad kaise gyi....Jabki load compressive lad rhi h...Not tensile
Same doubt bro
Because effective length is a hypothetical length........For theory of failure tricks you can visit..ua-cam.com/video/YxHKtRdoJXI/v-deo.html
Niche me uska same length ka shadow bn rha
Excellent
Thank you
What is difference between fix column & pinned column, please sir , explain me
ua-cam.com/video/AvvaCi_Nn94/v-deo.html
I wish i found this video earlier
0.65L in case of both end fixed 0.5L kaise aayi
Sir
It is not an practical video 😤😤waste
Cc
Sir i'm a architect and I wish to know if it's possible and how to construction a stand alone column 60'(ft)
Sir,Nominal length & effective length same or different ??
Crystal clear Concept of effective length
Sir, how can I prevent cracks in non-loading partition walls due to deflected steel structural beams' interaction?
Why is effective length important sir. Why do we need to find eff length, what is the purpose of it?
Used to check column slenderness to know whether it will fail by buckling
Hello civil engineering ,please how can i calculate the on a the lateral surface by a buckled colum
Why k=2 for Cantilever Column!!??
Cause one end is fixed and one end is free !!
What is effective length of column along y axis?
Thank you sir 😊
Most welcome
Thanks bro.
Welcome
Does sap 2000 determine lenght factors ???
Veryhelpfull thanks
Glad it helped
What is minor and major axis buckling?
Will make a separate video on that.
For major axis buckling, it is pinned at both ends, For minor buckling, it is pinned at one end and fixed at the other end.
Sir sound doesn’t clear
Thank you😊
You're welcome 😊
Last case m lenth bad kaise gyi....Jabki load compressive lad rhi h...Not tensile
Same doubt bro
Because effective length is a hypothetical length......
..
For theory of failure tricks you can visit..ua-cam.com/video/YxHKtRdoJXI/v-deo.html
Niche me uska same length ka shadow bn rha
Excellent
Thank you
What is difference between fix column & pinned column, please sir , explain me
ua-cam.com/video/AvvaCi_Nn94/v-deo.html
I wish i found this video earlier
0.65L in case of both end fixed 0.5L kaise aayi
Sir
It is not an practical video 😤😤waste
Cc
Thank you