Hi from Australia!! Can you pleeeeease add something on moment-area method and the stiffness method asaaap!!! MY EXAMS ARE IN 3 WEEKS AND MY LECTURER SUCKSSS! Your videos are awesome, only thing getting me through this! keep up the good work
Hello. I am really struggling with the sfds and bmds of frames which is a barrier for me to solve the deflection at any point of a frame using virtual work method. Also i cant understand when to use that table (that shows what formula to use according to the shape of bmd for real load against virtual load) and when to use the integration formula!
Howzit, just a quick question, would it be possible to do a video on Yield Line Theory using the virtual work method? Ive tried reading some literature on it however its difficult to grasp. Do you possibly have any advice on what books would be the best to study from? Thanks for the awesome content!!
Can you please do a video on matrix method of structural analysis - flexibililty method? for frames with a udl on the vertical member and point load on the horizontal member specifically? I realised all the books Ive seen only cover matrix method for stiffness method, and literally only go over a brief theory section on flexibility method, its really frustrating
Probably not the best time to ask since this video is relatively old. But could you tell me when would be better to use this method instead of double integral?
+structurefree when we find the function of moment please can you tell me if X must start from the point i wont to find displacmen at it or not ?! i hav an exam tomorrow ?!?!
Sir, can you make a video about Three Moment Equation please.. I always watch your videos whenever I study at home and I like your teaching technique, I can understand easily the concepts of the topic.. thanks.. :)
It is arbitrary. If you called that displacement as being positive to the left instead, whatever calculated deflection you would end up with would switch signs.
Hey there i have watched a lot of your videos, and you have helped me out a lot. If its not to much to ask can you do a lecture and a sample problem on matrix analysis i am so lost in that area. Thank you :)
11 years, and I still come back to your vids every time
this video made the basic underlying principle so much clearer than textbooks / lectures. many thanks
You explained my 2 hour lectutre in 10 minutes. Thank you for that.
Glad it was helpful!
anonymity can't be acting the way you do, since humanity didn't!
it's just THANK YOU.
Who is Anonymity? You're welcome.
structurefree, saving my ass from the midterms once again.
I am from Norway and your videos have helped me a lot. You are brilliant! What can I say, A million thanks!
I'm a civil engineering student, and you're hilarious and soooo helpful! :) You're just the best
Energy method structural analysis bascis
ruclips.net/video/OpNbnmZ2PTw/видео.html
have you graduated?
I'm in love with your lectures!!!
Yes. check out the "mechanics" or "structural analysis" playlist.
U a boss! thanks for making everything fun useful and with a decent accent! respect!
'Structure fo rizzle'...you are awesome dude! :)
tmcdgreen fo sho....ball so hard, mofos wanna fine me.
This is not underrated its popular
This is HUGE, Thank You.
Thanks for this! I'm definitely bookmarking your videos now to get me through my mechanics courses :)
Thanks for clearing this up, I may pass my mechanics of materials exam now. :)
one of my favourite video of yours.
Kudos for a very simple explanation. Was looking for this.
Structure free I love you from Philippines!!!
Excellent presentation - I'm looking forward to seeing some examples on Virtual Work method for beams.
all the way from turkey, you are better than my proffessor. ( i study in best architecture school in my country )
KRALSIN KRALLLL ADAMIN DİBİ
Thank you 🙏🏻 SO helpful
you teaching way is too good and funny..... thank you !!
+Prerna Sharma fo sho. thank you!
Great video as always! Thanks you very much
Really clear sir
Sir u r the best.......Can u please share the castigliano's first theorem
that is a very good video and a helpful one
Watching this the night before my structures exam
Wish me luck lol
Your explanation was perfect. Thanks.
I'm a civil engineering student and was wondering if you would also do explaining for Fluid mechanics
Ahhhh fluid mechanics... The second most important engineering class.... imo
when are you going to reveal your face? you're the most fleeting super hero out there.
thanks u so much!!!you explained clearly with representative examples.
plz...can you add some video about external wind or snow loading???
Thanks. If you want to learn about loading, I would recommend getting a copy of ASCE 7.
That was very helpful man, it made me have a better overview of this :)
great work, thanks
thanks so much, your videos are brilliant!
Very helpful👍
i have the work but i couldn't find the virtual work using vartianoal calculus !! , what should i do ??
Hi from Australia!! Can you pleeeeease add something on moment-area method and the stiffness method asaaap!!! MY EXAMS ARE IN 3 WEEKS AND MY LECTURER SUCKSSS! Your videos are awesome, only thing getting me through this! keep up the good work
thanks a lot for these informations ! it helped me a lot in my study :D thanks
structure fo rizzle. love it. ;D
THANK YOU SO MUCH AND I LIKE YOUR TEACHING IT'S FUNNY I THINK IT'S YOUR VOICE COOL
Thanks dave franco!
+Walden Lestano sure...why not!? 😎
Structure fo rizzle. NICE
Max Power fo sho.
thank u soooo much
u help me to understand
you are a savior
Are the any videos on the moment-area method?
Hello. I am really struggling with the sfds and bmds of frames which is a barrier for me to solve the deflection at any point of a frame using virtual work method. Also i cant understand when to use that table (that shows what formula to use according to the shape of bmd for real load against virtual load) and when to use the integration formula!
"structure fo rizzle !"
+Kyle Poolman Awwwwww Djyeeeeaah!
Howzit, just a quick question, would it be possible to do a video on Yield Line Theory using the virtual work method? Ive tried reading some literature on it however its difficult to grasp. Do you possibly have any advice on what books would be the best to study from?
Thanks for the awesome content!!
i want to do some similar stuff for my classes. what software are you using for these lectures?
Sir, your videos are awesome!! (Y)
I wanted to know if you have explanations for Strain- energy method?
thanks! :)
Can you please do a video on matrix method of structural analysis - flexibililty method? for frames with a udl on the vertical member and point load on the horizontal member specifically? I realised all the books Ive seen only cover matrix method for stiffness method, and literally only go over a brief theory section on flexibility method, its really frustrating
Probably not the best time to ask since this video is relatively old. But could you tell me when would be better to use this method instead of double integral?
Is there not a difference b/w Virtual work principle and Castigliano's theorem.
Khaja Safiuddin yes, there is.
what u explained is castigliano (if i am not wrong).I read it in Timoshenko's book
you are great ..........thank u :)
+نور فارس thank you
+structurefree when we find the function of moment please can you tell me if X must start from the point i wont to find displacmen at it or not ?! i hav an exam tomorrow ?!?!
نور متواجد بالستركشر فري :P
نور ايفري وير 😂 Hothayfah asous
Is Virtual work the same method as Castigliano's Theorem, or is that another method?
Please, could you do a few examples with this technique?
Sir, can you make a video about Three Moment Equation please.. I always watch your videos whenever I study at home and I like your teaching technique, I can understand easily the concepts of the topic.. thanks.. :)
Different Bernoulli to the one in fluids though
cheers
Are you back? :D
Yes, shady's back.
好视频！！！！
please explain to me how someone on youtube can do a better job at explaining this than what my lecturer can.
Ballers gonna ball.
why direciton of the unit force through right?
It is arbitrary. If you called that displacement as being positive to the left instead, whatever calculated deflection you would end up with would switch signs.
Hey there i have watched a lot of your videos, and you have helped me out a lot. If its not to much to ask can you do a lecture and a sample problem on matrix analysis i am so lost in that area.
Thank you :)
You sound exactly like Khan academy gyy
IF I PASS MY EXAM I WILL FIND YOU AFTER I GRADUATE AND REWARD YOU WITH HUGS!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
thanks for great engineer
Ok i don't understand why people say this is easier than the moment area method? Seems more complicated.
"there is nothing either good or bad, but thinking makes it so"
@@structurefree i salute that quote
structure fo rizzle
I have question. how. can I send. you ?
thanxx bro
so P_v equals to 1 right?
yes when you are looking for displacement. in units of force.
you are god!
u remind me of Mike E Chen
Bro sounds like Dave Franco
Structure freeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee
Got test in 3 days
curtin?
شباب منو يعرف واحد يشرح ع هذا الموضوع بالعربي
structure fo rizzle LMAO
hi
good good good
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thanks thanks thanks