you all probably dont care at all but does anyone know of a trick to log back into an Instagram account?? I somehow lost my password. I would appreciate any assistance you can give me.
@Miller Moshe I really appreciate your reply. I found the site through google and Im in the hacking process now. Seems to take a while so I will reply here later when my account password hopefully is recovered.
I’m so confused rn. During lectures we learned an equation “s + I = 3E” where “s” is the number of support reactions, “l” is the number of intermediate reactions and “E” is the number of elements in the system. And this concept was called counting criterion. Is it a different concept than the one covered in this video? We also learned something called pole criterion which I couldn’t understand. We use both these concepts to determine whether the system is statically determined, statically indeterminacy or movable. What’s worse is that when I search these concepts in internet, l cannot find what I look for. Should l search something different? I mean what mistake am l doing?
If reaction of beam is sloved by equation of equilibrium then the beam is determinant beam and if reaction of beam is not solved by equation of equilibrium then beam is indeterminant beam
How come problem 4 becomes unstable? As we have vertical and horizontal reactions and on the application of load it sustains external loads without deformation then please can you explain how it can be unstable without using equations?
R=3n
R-no of reaction
n=no of member
R=3n (determinant)
R>3n(indeterminant)
R
you all probably dont care at all but does anyone know of a trick to log back into an Instagram account??
I somehow lost my password. I would appreciate any assistance you can give me.
@Trevor Jasiah Instablaster ;)
@Miller Moshe I really appreciate your reply. I found the site through google and Im in the hacking process now.
Seems to take a while so I will reply here later when my account password hopefully is recovered.
@Miller Moshe it worked and I finally got access to my account again. Im so happy!
Thank you so much, you saved my account!
@Trevor Jasiah no problem =)
You are the best sir, no one make me understand this better then you
Thank you
Our professor is so bad to teach.. this lecture help me so much! Thank you sir!
Happy to help
Thank you, this really cleared things up for me!
You were able to understand him?
Thanks
damn, why can't i like this more than once? thank you so much for the explination sir, the best out there
I watched over 13 videos
I didn't understand
But i watched this video once i understand it for the first time
Thanksss
I’m so confused rn. During lectures we learned an equation “s + I = 3E” where “s” is the number of support reactions, “l” is the number of intermediate reactions and “E” is the number of elements in the system. And this concept was called counting criterion. Is it a different concept than the one covered in this video? We also learned something called pole criterion which I couldn’t understand. We use both these concepts to determine whether the system is statically determined, statically indeterminacy or movable. What’s worse is that when I search these concepts in internet, l cannot find what I look for. Should l search something different? I mean what mistake am l doing?
You make it so easy thank u sir
So nice of you
❤ thank you sir ☺
Most welcome 😊
❤❤❤❤ you're the best🎉🎉
Thank you
You're welcome 😊
Superb love from Afghanistan 🇦🇫❤
R=3n.. Is very usefull
Thanks
8:12 sir but according to degree of static determinacy it is stable 5-3=2 it is stable . sir please check and clear my doubt
you are correct, that should be statically indeterminate by 2 degree
Amazing sir. Your Lectures are great
Thanks a lot
If reaction of beam is sloved by equation of equilibrium then the beam is determinant beam and if reaction of beam is not solved by equation of equilibrium then beam is indeterminant beam
Nicely Explained...Superb sir....
Thanks and welcome
How come problem 4 becomes unstable? As we have vertical and horizontal reactions and on the application of load it sustains external loads without deformation then please can you explain how it can be unstable without using equations?
@@Oldgit-w2o what , useless reason
thanks sir from mech student..
Welcome
Outstanding
Wonderfull explanation sir....
Keep watching
Thanks sir
Welcome 🥰
Thank you
You're welcome
Good job SIR
Very clear thanks
You are welcome
Nice lecture
Thanks and welcome
Thanks so much sir
Most welcome
thank you 🤗
You're welcome 😊
Welldone sir
Thanks
About example 4.... Y do you say it have having 2members......yet it is just one member surported at different points.....with out a pin
So what is Stable structure?
Thank you so much
You're most welcome
Thanks🥰
You’re welcome 😊
Cantilever beam is indeterminate structure 'coz one end is free bro???
No cantilever beam is determinate structure
THIS VIDEO IS F WRONGGG!!!