I am going to put in a petition for your videos to be played during lecture instead of having my professor blabber and confuse the entire class for hours.
this is what you called "FUN LEARNING"!!! cause eventhough this is a little bit hard topic but yet your approach makes it look simple! thanks dude you really HELP ME!
You are a BOSS!! my tuition money should be going to you instead the prof who copies the text book on to the board class after class Keep up the good work!!
Because of the pandemic, our professors just sends power point presentations and let us handle the "studying part" they won't even send a recorded lecture. Thanks for these examples the topics became manageable and it is easy to understand. Thank you very much professor.
You are very good at explaining this. I'm doing long distance learning and you just saved me, it seems so easy now and i love your enthusiasm, it has rubbed off on me❤❤❤
The signs on your moments really got confusing. I sat here trying to figure them out for a while. It seems you changed conventions throughout the problem. Whatever you did it was confusing. Please don't get me wrong though. You have been a true lifesaver for my Engineering courses! I appreciate the time you take to do these videos. Perhaps you can explain the signs of the moments to me and how they are oriented in parts 1,2 and 3 of this video? I would appreciate it :)
I am having a quiz tomorrow, i was literally going to cry. i was sick and couldn't really catch any info from the notes of my friends, i was lost. All i want to say is THANK YOU. for real, thank you.
you are welcome. unfortunately, i haven't had time to make many videos in the past few weeks, but the stiffness method and some matrix structural analysis is on my to do list for the summer.
thx u so much for every vedioes !! our sa2 teacher does not explain clearly and want us to solve one problem in the classroom. So, most clever students are always able to solve and i am unable to solve in the classroom because of not understanding well. she does not even tell the procedure but now i do undetstand than i was before with the help of video lesson that you uploaded on youtube !! thank alot and plz make one example of complex problem later on :)))
hey man, congratulations for the amazing videos you have posted so far! I have a question for you (It is not about any subject you have taught): What is the name of these handwriting program you use? Thanks!
Hi Sir, thank you for the video, i have one question, I used GSA software to confirm my bending moment and shear force diagram, it turns up to be upside down from what sir have drawn, does this really matter ? what does this tells us ? Thank you so much Sir !
FIRST OF ALL THANKS ALOT !! but i think you should recheck your values for the vertical forces...Assuming ANTI clockwise is positive for member BC AND summing moments about point B we get : -Vx 20 - 1kN/m x 20m -36.805 KNm + 26.389 KNm = 0 when solved gives, V = (26.389 KNm - 36.805 KNm - 20KNm)/20m = .1.521KN.
@structurefree How did you get the peak moment 18.539? Did you calculated the area of that triangle and plus it with -26.386? Why did I calculated it to be 21.009 instead? Can you please clarify? Thanks
hey your calculated moment at point B of first span is positive but you are representing it on negative side on your B.M.D . Similarly in 2nd span calculated moment is +36.805 but it has been showed on negative side. How and why ???
You are the best .. thank you very much for this effort and all what you are doing to help students .. wishing you all the best And I was wondering if you are a university professor or what ?
could you explain drawing shear force and bending moment diagram without skipping steps. Like the formulas you used and the sign convention. I am good at all the calculation parts but i get really confused when making the diagrams. thanks.
+Nikita Shrestha It may help to watch an introductory video on drawing shear and moment diagrams first. check out my mechanics of materials or statics playlists.
you don't know what you've done to me.. I cant thank you enough! just one question why don't we draw the BMD and the SFD for the whole beam at once.. why do we split them? I don't know how to do it given that we have two shear values for the beam at B.
After you have the moment diagram or function, you could use double integration method on each beam to get equation of elastic curve, or use another method (e.g. conjugate beam, virtual work. moment area) to get slope and deflection at a specific point.
I am going to put in a petition for your videos to be played during lecture instead of having my professor blabber and confuse the entire class for hours.
I've been a structural engineer for eight years and I watch your videos almost daily. Great job!
this is what you called "FUN LEARNING"!!! cause eventhough this is a little bit hard topic but yet your approach makes it look simple! thanks dude you really HELP ME!
You are a BOSS!! my tuition money should be going to you instead the prof who copies the text book on to the board class after class
Keep up the good work!!
I call it board vomiting.
Just cram the lecture come with mouth tight and vomit it on the board. :/
You are a lifesaver!!! my teacher doesn't have the time to do much examples! thank you!
Because of the pandemic, our professors just sends power point presentations and let us handle the "studying part" they won't even send a recorded lecture. Thanks for these examples the topics became manageable and it is easy to understand. Thank you very much professor.
This is a godsend!! Subscribed because my structures prof can be lacking at times. Thanks for putting so much detail in your explanations!
+Bonifacio Lopez thanks for subscribing!
this is so good, i understood what i couldn"t understand for three years in just 30 mins
You are very good at explaining this. I'm doing long distance learning and you just saved me, it seems so easy now and i love your enthusiasm, it has rubbed off on me❤❤❤
well explained👍, after watching these 30 minutes videos, i learned more than those 8 weeks in which my professor taught us.
idk english but i understood perfectly, i love that explanation. You're very enthusiastic
, very nice job
The signs on your moments really got confusing. I sat here trying to figure them out for a while. It seems you changed conventions throughout the problem. Whatever you did it was confusing. Please don't get me wrong though. You have been a true lifesaver for my Engineering courses! I appreciate the time you take to do these videos. Perhaps you can explain the signs of the moments to me and how they are oriented in parts 1,2 and 3 of this video? I would appreciate it :)
I am having a quiz tomorrow, i was literally going to cry. i was sick and couldn't really catch any info from the notes of my friends, i was lost. All i want to say is THANK YOU. for real, thank you.
LMAO "Don't be homeless"
2:59
@@jackemond842 i wanted to make this comment, hahahahahahaha made me laugh so much
God bless you , youtube , and modern technology 😇
shoutout to my homies learning this stuff still in 2018!
you are welcome. unfortunately, i haven't had time to make many videos in the past few weeks, but the stiffness method and some matrix structural analysis is on my to do list for the summer.
thx u so much for every vedioes !! our sa2 teacher does not explain clearly and want us to solve one problem in the classroom. So, most clever students are always able to solve and i am unable to solve in the classroom because of not understanding well. she does not even tell the procedure but now i do undetstand than i was before with the help of video lesson that you uploaded on youtube !! thank alot and plz make one example of complex problem later on :)))
hey man, congratulations for the amazing videos you have posted so far!
I have a question for you (It is not about any subject you have taught): What is the name of these handwriting program you use? Thanks!
thanks man you made this look cool
Legend. Thanks for the clear explanation
" why are you writing all the units ? Dont be homeless! "
LOOOOL
Houde Houde ha, ha! errors on units are definitely homeless.
3 years later that cracked me up :D
hi. i just found this channel . very good explanation but how did you get the direction of the total shear value
Thanks for all your videos. Structurefree.! Did u have any video on the Stiffness Method (for truss analysis)?
Hi Sir, thank you for the video, i have one question, I used GSA software to confirm my bending moment and shear force diagram, it turns up to be upside down from what sir have drawn, does this really matter ? what does this tells us ? Thank you so much Sir !
FIRST OF ALL THANKS ALOT !! but i think you should recheck your values for the vertical forces...Assuming ANTI clockwise is positive for member BC AND summing moments about point B we get : -Vx 20 - 1kN/m x 20m -36.805 KNm + 26.389 KNm = 0 when solved gives, V = (26.389 KNm - 36.805 KNm - 20KNm)/20m = .1.521KN.
YOU JUST SAVED ME. YOUR THE MAN so funny
can you do an example of the slope deflection method using a cantilever beam with a load at the end?? please
Is it done?? i.e is there a video on it now???
@structurefree How did you get the peak moment 18.539? Did you calculated the area of that triangle and plus it with -26.386? Why did I calculated it to be 21.009 instead? Can you please clarify? Thanks
good explanation, Thank you so much sir
Thank u for this man... was really clear and useful!
why were the clockwise moments taken negative?
Really nice explanations sir.
Thanks a lot
Question please. after substituting the theta, do the sum of the moments should be equal to 0?
hey your calculated moment at point B of first span is positive but you are representing it on negative side on your B.M.D . Similarly in 2nd span calculated moment is +36.805 but it has been showed on negative side. How and why ???
Just awesome!!!! You saved my day bro!!!
You are the best .. thank you very much for this effort and all what you are doing to help students .. wishing you all the best
And I was wondering if you are a university professor or what ?
Doodi CoOoL yes, i am a professor at the U. of the Pacific.
oh that's nice .. thanks again for your efforts
Could you explain on how you managed to get Vc and Vbr, I'm slightly lost there.
same
Great help thanks alot. Keep up the good work
shouldnt Shear(left side) and Shear(right side) be equal? pls explain why they are not equal. thank you.
each member has to be in equilibrium. the equilibrium equations are used to calculate the end shears.
could you explain drawing shear force and bending moment diagram without skipping steps. Like the formulas you used and the sign convention. I am good at all the calculation parts but i get really confused when making the diagrams. thanks.
+Nikita Shrestha It may help to watch an introductory video on drawing shear and moment diagrams first. check out my mechanics of materials or statics playlists.
Do you have more examples for slope deflection?
kindly tell me how u record your lecture . I am how u write and on what? I will be very thankful to u.
you don't know what you've done to me.. I cant thank you enough! just one question why don't we draw the BMD and the SFD for the whole beam at once.. why do we split them? I don't know how to do it given that we have two shear values for the beam at B.
the sum of the two shear values at point B is the reaction at the roller support.
I got lost at Vc!!! How did you get Vc as -10.521 kN??
does this mean you would get different results for Mab, Mba, Mbc and Mcb?
A big thanks respected sir!
How do you get Vc,? I've been trying for literally an hour
Damn easy to understand this way....!!
Subscribing naaooww.......
Very helpful, thanks!!
Thanks a lot.............It was really helpful.....Keep up ur good work.......Cheers:)
How to get the deflection curve from there?
After you have the moment diagram or function, you could use double integration method on each beam to get equation of elastic curve, or use another method (e.g. conjugate beam, virtual work. moment area) to get slope and deflection at a specific point.
YOUR THE MAN!!!
Bahahahah, "don't be homeless, just write 'em in"...
HAHAHAHAHAHAHA made my day
Thanks for the video. I need how will you find the maximum deflection for the same problem as whole? Pls answer me.
once you have the moment diagram you can use almost any method (double integration, moment area, conjugate beam) to calculate deflections by hand.
Thanks you very much,
how was Vc calculated I can't understand ?
Thank you sosososososo much! I love u mate!
you are dude + professor . Rock on ! :D
God bless you, structurefree!
i wish you are my professor
The final shear moment diagram will be a superimposed sketch of end moments and VM diagram of blown up structure...
hey bro.thanks for your amazing lecture do you upload any slope deflection method exampled which contain settlement ? please i'm so indeed to it :*
+sliver caiba nothing with settlement, but that is usually accounted for in the chord rotation. Thanks for commenting!
i wish you slow down when you draw the shear and bending moment d. cuz its the hardesd,,
Can you do a stiffness method example? I know about 200 students that could use the help
+Stephentempleman Ha, ha! That's a lot of people that need help. I'll probably do one of those in the spring...hopefully you can wait a little.
+structurefree i wish you could do it early :)
YOU"RE THE BEST!
how to calculate the second shear force diagram value, 9.479m? thankyou
by equilibrium of member bc
I think OneNote has this capability. But it may not be the best software to use for your needs.
Thank you so much
how can u get 9.029 at 7:25 ?
+Rise Star -5.556 + (2.917*5)
?(how calculate(18.5391
thank you.
thanks bro .u beter than my fucking dr.
At 7:50 how can 2.917 × 5 =9.029 its wrong buddy.... it ahud be 14. Something
Thank you! ah pheeeew!!!!
We Europeans are definitely judging you! lol!! Way to make us think opposite.
bobobbob :P
BAAAAM::!
so im homeless then ~_~
Joehanes LSS I refuse to to believe that you're willing to accept homelessness as an option. In general "homeless is as homeless does."