Thank you so much! Last year I used your videos to learn about Mohr's circle and passed my exam thanks to you, and now these videos help me a lot for the Cross method. My books are so unclear about this and you explained it very well!
structurefree Thank you for taking time to make these moment distribution videos. They really explain minor details such as the sign conventions for moments and how they relate to the signage in the distribution table... Oh...how I wish this was explained with care in our lecture. Once again. Thank you!
very kind and good work........... add videos on both moment distribution and slope diflection for indeterminate frame i.e box frame , triangular frame , gable frame.
Hi, like your vibe with teaching this stuff. Wanted to ask, do you know why moment distribution is highly valued as it doesn't include shear effects? So then the overall displacement isn't found, right?
Hi, which method you think is the fastest one to calculate the max moment on continuous beam? I need this to applied to Reinforced Concrete Beams. Can you make an example starting from the slabs carrying the loads to the beams? Thanks.
I like the slope deflection equations since you get rotations and moments all in one and it's easy to set up in matlab or mathcad. If this is for an exam, and it's all pin or roller supported and the loading is just uniformly distributed...moment distribution may be the way to go...I don't think I've answered anything here...I get this question a lot and to be quite frank, I think the method you know best and will get right is the way to go.
It is for exams of Reinforced Concrete, where we have the Reactions from the slabs carrying over to the beams. Sometimes a concentrated force and the uniformly distributed on the beam. I just need to figure it out the Max.Moment, MK, at the moment.
from a PDF I downloaded and a book I bought but its in Arabic so If you give me your email I can send you a note in English and steps to solve the problems ( beams & frames ) because only moment distribution can solve the truss
+Ningombam Bidya yasserelleathy.com/downloads/Structural%20Analysis/Eng%20Akram%20Mostafa/30%20-%20Three%20Moments%20Equation%20Method.pdf this is the pdf i hope the solved examples will help you
10 years later and this man just saves my life!
Thank you so much! Last year I used your videos to learn about Mohr's circle and passed my exam thanks to you, and now these videos help me a lot for the Cross method. My books are so unclear about this and you explained it very well!
An overview of the moment distribution method. enjoy.
The Best explanation ever...
Thank you so much...
structurefree Thank you for taking time to make these moment distribution videos. They really explain minor details such as the sign conventions for moments and how they relate to the signage in the distribution table... Oh...how I wish this was explained with care in our lecture. Once again. Thank you!
you've helped me a lot this semester, thank you.
Thanks to Mr Hardy Cross.
Thanks a ton for posting these stuff for free.
I finally understand what I'm trying to do. Thank you
In life?
Thank you so much. You are a life saver.
Are PDFs (or some other format) of the written notes available anywhere? I'd love to get a printout of them.
That "Pop and Lock" is so funny, hahaha. Good video.
Luisa Francisco word. pop it, don't drop it.
you're so Sal Khan-esque. I like it!
Thanks a lot for all these videos. These are awesome.
i wish you were my instructor :'(
Best explanation.. Thanks a lot
Bro, u r awesome.
Excelent video man, helped me a lot!
Have you graduated by now time flies
very kind and good work...........
add videos on both moment distribution and slope diflection for indeterminate frame i.e box frame , triangular frame , gable frame.
baaal, the pop!! chicka chicka awesome!!!
Thanks !
Thank you so much sir
Hi, like your vibe with teaching this stuff. Wanted to ask, do you know why moment distribution is highly valued as it doesn't include shear effects? So then the overall displacement isn't found, right?
Thank You!
Amazing!
I LOVE YOU STRUCTUREFREEEEE
thanks you sir...
good video, thank you
love you mate
Hi, which method you think is the fastest one to calculate the max moment on continuous beam? I need this to applied to Reinforced Concrete Beams. Can you make an example starting from the slabs carrying the loads to the beams? Thanks.
I like the slope deflection equations since you get rotations and moments all in one and it's easy to set up in matlab or mathcad. If this is for an exam, and it's all pin or roller supported and the loading is just uniformly distributed...moment distribution may be the way to go...I don't think I've answered anything here...I get this question a lot and to be quite frank, I think the method you know best and will get right is the way to go.
It is for exams of Reinforced Concrete, where we have the Reactions from the slabs carrying over to the beams. Sometimes a concentrated force and the uniformly distributed on the beam. I just need to figure it out the Max.Moment, MK, at the moment.
Yo.. Chika chika.. Thats awesome..!!
hi! I would like to ask if k=4EI/L and k= I/L are just the same
why does exterior simple support has DF = 1
and if it's overhang, DF = 0
??
Maybe you should make pinned end structures.
Did you make videos about three moment equations method , because I can't find it , and I need it ?
+Obaida Al-Hashmy same here!
please, let me know if you get!
Ningombam Bidya I did , what do you need ?!
where you learnt the three moment method from?. if its some video here on youtube.
from a PDF I downloaded and a book I bought but its in Arabic so If you give me your email I can send you a note in English and steps to solve the problems ( beams & frames ) because
only moment distribution can solve the truss
+Ningombam Bidya yasserelleathy.com/downloads/Structural%20Analysis/Eng%20Akram%20Mostafa/30%20-%20Three%20Moments%20Equation%20Method.pdf this is the pdf i hope the solved examples will help you
Man, i wish u are my lecture -.-
gr8 video mahn, realli halps!
jus think u shld take sm tym off frm study n njoy sm of lyf's good things"chika-chika":P
j0e m1ke Perhaps you should take some time to work on your English? Unless, of course, you are doing it on purpose.
WOW i cannot believe how over-complicated you just made that when it didnt have to be
3:45 chika chika hehehe
lock and pop chicka chicka!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ur awesome
Got to rock it, don't stop it.
i will keep doing that tnx
structure freeeeeeeeeeeeeeeeeeeee
hhhhhhhh ooh you are great thank u