Kudos to all your effort, great help for me. As per my prvs knowledge - During lecture 7.35 - 7.41 , you said application of F.O.S 1.5 at mixing point for temp,moisture etc As far as I know, this FOS is also applied due to the influence of size compressive stress is reduced with increasing os size
All the efforts (viz., your presentation skills, your way of delivering ideas n'all) which you put into a video is just above and beyond adequacy and efficient. To put it into a learner terms and perspective "Your work is way more than intuitive". My Deepest Gratitude.
In working stress method we divided it because we were getting a linear stress relationship in concrete, so by scaling down stress of steel my modular ratio we can take advantage of similar triangles in WSM, but in LSM we anyways dont use stress diagram for similarity of triangles, we use the strain diagram, so it's not required in LSM to scale down stress by modular ratio
I have never seen and found such a explanation in deep giving knowledge from base.. Marvelous!!!
First time I m seeing someone taught with so much detail and clarity. Thanks.
SIR , I HOPE U WILL COVER COMPLETE RCC COURSE.
Help full video I have ever seen!! Thank you sir
Kudos to all your effort, great help for me.
As per my prvs knowledge -
During lecture 7.35 - 7.41 , you said application of F.O.S 1.5 at mixing point for temp,moisture etc
As far as I know, this FOS is also applied due to the influence of size compressive stress is reduced with increasing os size
All the efforts (viz., your presentation skills, your way of delivering ideas n'all) which you put into a video is just above and beyond adequacy and efficient. To put it into a learner terms and perspective "Your work is way more than intuitive". My Deepest Gratitude.
Awesome teaching.
Very nicely explained ...........Keep it up
cant believe.. my teacher made this seem so tough. amazing presentation 😇
Excellent work man.
I had this doubt of max strain in steel at failure for a long time, which got finally cleared.
Thank you so much.
i have a doubt ,at 15:15 why the stress diagram for steel is considered as straight line ?
fabulous
if you have ppt document send me pleas it is good
Great explanation Sir.
good job❤
visually satisfying
.67fck is because of shape and size factors. Cylinder strength of concrete is not the same with its cube strength.
you are absolutly best.... THANKYOU!!!!!!!
Thankyou 🌸
Sir why not we divide stress in steel by modular ratio in this method but we divide in working stress method
In working stress method we divided it because we were getting a linear stress relationship in concrete, so by scaling down stress of steel my modular ratio we can take advantage of similar triangles in WSM, but in LSM we anyways dont use stress diagram for similarity of triangles, we use the strain diagram, so it's not required in LSM to scale down stress by modular ratio
Excellent teaching.
Sir, how can I contact you? Which email can I reach you on?
support@dcbaonline.com
At 4.48 minutes . why graph will change in LSM .
In IS 456 it is simplified to that graph.