Today, I am grateful for people like you who share their expertise so freely. My (paid for) university textbook doesn't come close to explaining this as well as you. Thank you kindly.
this is strange explanation.... 3:28 you say 'dy' run along the beam ( so its run from 0 to L or -L/2 to L/2 ) 3:50 you say 'dy' runing from -h/2 to h/2 ( so 'dy' its a cross section element and exist in 90deg to the beam length) so i do not understand how the 'y' axis is up and down , and also inside-outside . you got 2 axis with same name ? what about z axis ?
Today, I am grateful for people like you who share their expertise so freely. My (paid for) university textbook doesn't come close to explaining this as well as you. Thank you kindly.
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Another great video. Thanks for the upload.
You're welcome, I'm glad to hear you're getting value from the videos 🙂
Excellent clear concise
wow, I can't believe I just discovered this channel
hart hart
this deserves a subscribe
Excellent understanding 👏
tq ❤❤
Thanks for that incredible but
Please my problem is with how you got the limits
Cheers mate
isnt it second moment of area?
why we square the term
Same question buddy 😢
good job
Thank you!
Why d^2 ?
Why do we multiply by b?
da= b*dy
why do we use KN/m^2 instead of Kg/m^2 or tonn/m^2 ,Can someone give me a resonable answer ?
I guess bcz this is not from usa
I think it's because the standard fomular for stress is force/area hence KN/m²
this is strange explanation....
3:28 you say 'dy' run along the beam ( so its run from 0 to L or -L/2 to L/2 )
3:50 you say 'dy' runing from -h/2 to h/2 ( so 'dy' its a cross section element and exist in 90deg to the beam length)
so i do not understand how the 'y' axis is up and down , and also inside-outside . you got 2 axis with same name ? what about z axis ?
Excellent explanation