First of all thank you so much . Please , 🙏 , any PDF document to know how to find all these moments because it s so hard to learn these results by heart .
Yes, by using method ,we can determine these values, I will cover this in separate videos after completing the "hydraulic turbines and pumps " playlist.
Mam How did you get those values ? Like in 5th case, uniformly varying load , you wrote WL^2/20 & WL^2/30 . Is there any formula to derive this fixed end moment ? I am not getting it exactly
All these cases are derived by analysis methods available and put in table for shortcut used in competitive exam . Details study of its derivation can be covered into separate video.
Mam thank you so much............u dont even know ki how much you helped me out...
All cases in less time ,well done..
Thanks for explaining every concept in less time mam.
Tq very much man ....It helps alot
Wahhh better u also make one super 30 batch and add me as your student ...mam🙏
Super explanation 🔥🔥
how 8 come in denumetor?
best lecture.
Thank you.nice presentation
Wlcm 👍
Very nice🎉dii❤
Perfect 👌
good explanation thanku mam
Welcome..
Thank you
From where "8" has come in first case ?
First of all thank you so much .
Please , 🙏 , any PDF document to know how to find all these moments because it s so hard to learn these results by heart .
In case no 9..if anticlockwise moment is acting the what will be change in formulae
Then Sign will be reversed. (negative)
Appreciated by your effort ty
Thank you..
Thanks, much appreciated 🔥❤️
Welcome..
Good
Perfect explanation 😊
sir can i ask how to solve 3 moment fixed at one end 5 span beam
What if the uniformly varrying load is not half of its length?
can you explain how these values came?
Yes, by using method ,we can determine these values,
I will cover this in separate videos after completing the "hydraulic turbines and pumps " playlist.
In case 10 and 11, how will we find delta by knowing the theta value
Mam How did you get those values ? Like in 5th case, uniformly varying load , you wrote WL^2/20 & WL^2/30 . Is there any formula to derive this fixed end moment ? I am not getting it exactly
All these cases are derived by analysis methods available and put in table for shortcut used in competitive exam .
Details study of its derivation can be covered into separate video.
@@selfstudygoals6371 will you make one ? I would like to watch. I had tried the derivation but my results are different than those values
Nice
Thank you..
Mam u have not explained about when two loads are given in single span
Because it is for general and commonly used case.
Can u explain about a UDL over a distance a from left end and bat a distance b from right end?
Why fixed end i negative
Because it is resisting and opposite of applied one.
You didnt explain how these values of fixed end moments are derived.
This video is about shortcuts,
Will explain in detail in another video.
What are the fixed end moments for a fixed beam of a length 'L', Subjected to a concentrated load 'W' at a distance 'a' from left end..??
Answer ?
It is second case . So please find it in the video.
no need to memorize, just one formula is enough
What formula
point load formula then just use integration
@@ElysonPanolino-g5g use the length to integrate? Can u give an examle pls?
Nice
Thank you
👍