The moments at each end of the beams give rise to vertical reactions in columns. The windward column will have an upward pull (tensile) and the leeward column will have a downward push (compressive).
i watched your video about cantilever method, and i wonder why would the end moments and reactions isnt the same in your portal method when the given is just the same. please answeer thank you
Thanks a million professor, really your channel is one of the best engineering channels
This is why hes the GOAT!!!!
Great vedio sir .....so much helpful
NYC explanation
Sir how do we calculate the moment if add UDL on both story along with lateral load 6:11 will we use wl/2 or wl²/12
Udl acting on beams of both story....
Very nice Explanation sir💛
How to know that axial force in firtst two columns is tensile and in last column it is comprehensive 🙄🙄🙄
The moments at each end of the beams give rise to vertical reactions in columns. The windward column will have an upward pull (tensile) and the leeward column will have a downward push (compressive).
@@nidhisunkari2171then how come the centre column is tensile
i watched your video about cantilever method, and i wonder why would the end moments and reactions isnt the same in your portal method when the given is just the same. please answeer thank you
can't be necessarily same. because these are approximate methods.
Thanks 🎉
Very easy explanation 👌
THANKS really ❤
perfect yar
Nice sir 👍
08:20