I've never used BAMM!! in my life as much as i do now, thanks for all the greatness :D I sincerely hope to meet you someday in person, thanks a ton man!! :D
hello...thank you so much for your efforts...i am in need for your help..could you pls post a video about shear design of RC beam?....many thanks to you
What software&hardware are you using for making this video? YOu writing seems to be so crisp...I bought a pen tablet to achieve the same thing but at the moment it seems that I would never be able to do it as neatly as you....wondering is I should be using some other method. Thanks!!!
This whole series of videos is super helpful! Don't have a very good professir and understand the material more now thanks to your videos.
I've never used BAMM!! in my life as much as i do now, thanks for all the greatness :D I sincerely hope to meet you someday in person, thanks a ton man!! :D
Excellent presentation!!!
thx for videos. these are too much helpful for me.
These videos are great!
super helpful video!
love this video ,thanks so much
hello...thank you so much for your efforts...i am in need for your help..could you pls post a video about shear design of RC beam?....many thanks to you
What software&hardware are you using for making this video? YOu writing seems to be so crisp...I bought a pen tablet to achieve the same thing but at the moment it seems that I would never be able to do it as neatly as you....wondering is I should be using some other method. Thanks!!!
i use camtasia and onenote...
Thanks!!!!!!!!!!
Thank you so much! Subbed!!
so the bending stresses in beams are the normal stresses or these are different.
Internal bending moments cause normal stress.
yes, bending moments cause a normal stress.
LOVE UR VIDEOS
Thank you.
How to you got formula of
VQ/IT
thanks keep it up
hey dude have you taken the FE exam
+Ali Alyami yes.
+structurefree how did it go ... and would you recommend any educational materials at the
why the area in calculating Q considered as (1/2) (b) (h) & why not (b) (h) ?????
Mohit Narad because Q is the first moment of area above or below where you want to calculate shear stress.
Can you explain me how do you find B ? Please help me !!
start with the basic design relationship at the maximum normal stress location.
How to got you
Sigma allow formula 345/2
And also tao allow formula 207/3
Sabah uyandim yanimda yoksun Soluksuz kaldim gecelerde yalnizim sanki yorgun inan