Moment distribution method from basics ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html
Mam when you were taking Kcb, why you took kcb=4EI/L . In Kcb with B as far end and also being a roller support and over hanging part was it not supposed to be kcb=3EI/L. If point A was a support then kcb=4EI/L is correct, but with A as overhanging isn't 3EI/L correct ? Kindly mam explain why you did not take 3EI/L? Thankyou..
Moment distribution method from basics ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html
you are literally the only one on RUclips who explains when to use each stiffness equation!!! Thanks
Thanks to dear sister, for your vedio.My basic is clear after watching your vedio.May God bless you.
I hope you keep posting more videos
What is the name of program do you use in this video and how do you write like using a pen?
Moment distribution method from basics
ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html
Mam when you were taking Kcb, why you took kcb=4EI/L . In Kcb with B as far end and also being a roller support and over hanging part was it not supposed to be kcb=3EI/L. If point A was a support then kcb=4EI/L is correct, but with A as overhanging isn't 3EI/L correct ? Kindly mam explain why you did not take 3EI/L? Thankyou..
I am just as confused and this is my actual professor
Best expln
Thanks!
Moment distribution method from basics
ruclips.net/video/rI9qaseL1rs/видео.html ruclips.net/video/giByuMBUSl0/видео.html ruclips.net/video/RljSGJHvt3A/видео.html
Given what students must learn and the availability of computers teaching MD may well be a waste of time.
U guys still using pounds and foot?? 🤦♂️🤦♂️