Thanks for tuning in, let us know if you enjoyed the video in the comments below and what you'd like to see next! Example on how to solve for the max deflection using the moment-area method: kzbin.info/www/bejne/aIO0o4aQhq-HppY Difficult hinged practice problem for a continuous beam! kzbin.info/www/bejne/j5-6g6Fon7t6mZo
@gordonloong13965 жыл бұрын
how to get 800/EI and 600/EI ???
@AFMathandEngineering4 жыл бұрын
@@gordonloong1396 Reaction at D (taken at A): (60(20)+40(30))/40 = Rd = 60 kip Moment at point B (cut at b, right side of beam) = -40(10)+60(20) = 800. Divide by EI. Will let you solve the rest.
@muhammadmubbushirhussain47343 жыл бұрын
You have no idea how this video helped me in my semester .THANK YOU
@tornrobot39952 жыл бұрын
Your exams must be easy bro
@manpierre5715 ай бұрын
Few hours to my final exam and studied this concept and it has helped me much.. 🔥 Thanks man
@SurprisePickle15 күн бұрын
Others have said it, but this was such a simple explanation with a relatively simple problem that was so easy to understand. I would not have gotten this concept without this video and your discussion. Thank you so much, I might pass my final now
@chrisperez45332 жыл бұрын
When we're finding delta DA at 7:07 does it matter if we calculate it from D or can we also start at the left from A?
@jlnadua362529 күн бұрын
Good afternoon i love your explanation, but may i know if how you'd get the 0.015 rad? Thank you
@cameronmays5422Ай бұрын
How do I find the rotation @ 'A' if EI are constant but not provided
@maheshkumar5595 жыл бұрын
I am from India and I love this video because this help very well for preparing my semester exam
@Abdul-c7o1o10 ай бұрын
Thank you very much❤. Just have one question that how did youu get the valve of delta(B) i tried various ways but couldn't get the same answer. 11:40
@swagner11129 ай бұрын
Multiply the numerator by (12^3) to go from ft^3 to in^3
@prayingmantisas234 жыл бұрын
Why is the centroid distance that you take for one triangle 1/3 and for the other one 2/3?
@AFMathandEngineering4 жыл бұрын
We're taking it from a point, and the triangles are oriented in opposite directions, so one is going to be 2/3 away and 1 is going to be 1/3 away if we're taking moment about the same origin (A).
@jamesvictorfabiodiez76084 жыл бұрын
please help me with the units. i don't understand how the final answer become 2.43 inch while my calculator says different value.
@johnanthony9064 жыл бұрын
At 9:10 min, where did you get the 12^2?
@AFMathandEngineering4 жыл бұрын
Need to convert feet to inches or inches to feet, whichever you want. 12 inches in a foot.
@johnanthony9064 жыл бұрын
@@AFMathandEngineering Thanks Sir!
@freemankenyoane28834 жыл бұрын
@@AFMathandEngineering Thanks. Was confused with that too because my country uses SI system. Thank you again
@radhikabanerjea66012 жыл бұрын
Why isn't it tan delta A = opposite over adjacent?
@jonealmanuel66455 жыл бұрын
This is a big help for me You can get 800/ei by RA which is 40× distance a to b which is 40×20=800/ei and for 600 RC which is also 60x distance d to c 60x10=600/ei
@farahfarzanauzma20614 жыл бұрын
THANK YOUUUUUUUU HEHE
@ac_thebassist3 жыл бұрын
Arigathanks Huhu💖
@gilbertcomora57663 жыл бұрын
How did you get the delta B? How did you get 2.4 inches
@kunnu6752 Жыл бұрын
How to find the location of max def with this example? can you help me
@mwenge63554 ай бұрын
Doesnt using this method always give you the same slope at b?
@kiran-jh7ze7 ай бұрын
Hi, I enjoyed the video a lot, Thank you. Can the same method be used for cantilever beam as well? If so can you make a video on that? Thanks.
@AndresGarcia-cl6td Жыл бұрын
Hello in the delta DA in the big triangle for the centroid shouldn't it be [((800*20)/2)*(20+(40/3)) bc the formula 2/3*b in the other triangles our base was 10ft but in this big one is 20ft fast response from everyone please my exam is tomorrow
@fitb_35_alvitofarandy684 жыл бұрын
Can we use this method if there is a distributed load?
@AFMathandEngineering4 жыл бұрын
Yup
@derrickrono30754 жыл бұрын
When you took moments of the M/EI diagram about D, was that mandatory? Would taking mmoments about A be wrong?
@AFMathandEngineering4 жыл бұрын
Nope you'll get the same.answer.
@derrickrono30754 жыл бұрын
@@AFMathandEngineering OK. Thanks a lot.
@herwin49464 жыл бұрын
@@AFMathandEngineering I tried taking moments about A form M/EI diagram, i've got 513333/EI, which is a different asnwer. Did i calculated it wrong ?
@SukhpreetSingh-fv9wt6 жыл бұрын
HI, HOW DID YOU GET 800 AND 600 DEVIDED BY EI THERE
@AFMathandEngineering6 жыл бұрын
Sukhpreet Brar draw the bending moment diagram and divide by EI.
@ralhpidocamos4100Ай бұрын
How do you get 0.015 rad
@ralhpidocamos4100Ай бұрын
Can somebody help me to understand
@ericliu50445 жыл бұрын
life saver less than a week before my final
@michaelkahsai80883 жыл бұрын
Good Job! Can you a continuous Beam of solving the Reactions using Area Method? I would appreciate if you could that!
@sarthakkumardas72873 жыл бұрын
PRETTY GOOD EXPLANATION
@itaizrihan57014 жыл бұрын
can u help me with similar question?
@kenjiloh77836 жыл бұрын
at 11;04 min, while finding delta BA, why issit multiply (20/3) instead of multiplying (40/3) since u take x bar from left.
@AFMathandEngineering6 жыл бұрын
KENJI LOH when finding delta ba we take the moment area about B between B and A, this x bar is 20 / 3.
@Teckelly4 жыл бұрын
I love this.... Thanks. One more thing sire, taking moment about ∆BA, you only considered anti-clockwise, why's that? Cos I was thinking we'll consider both the CW and ACW moments
@AFMathandEngineering4 жыл бұрын
We're taking the magnitude of the moment, the clockwise is just the direction we're assuming to be positive. It has nothing to do with not taking the moment in the other direction. We need to assign a sign convention to forces and moments and be consistent throughout the entire question we don't accidentally, for example, add a downwards and an upwards force.by accident.
@Teckelly4 жыл бұрын
Understood 😁😁😁
@kobe22665 жыл бұрын
Thanks a lot man. You are a life saver.
@AFMathandEngineering5 жыл бұрын
Thanks, glad you enjoyed!
@matheusbayu65143 жыл бұрын
why the area of the moment diagram from B to A is not deltaBA + deltaB, while the area of the moment diagram D to A is deltaDA
@Dr.ArunKumarGS2 жыл бұрын
Very nice explanation
@AFMathandEngineering2 жыл бұрын
Thanks!
@ohenekwekukonaduoppong47526 жыл бұрын
how did u get the maximum moment which is 800/EI and 600/EI
@AFMathandEngineering6 жыл бұрын
Draw the bending moment diagram, divide by EI
@theultimatepeace23222 жыл бұрын
Love from Indian occupied Kashmir ❤️
@n0rth_2192 жыл бұрын
What's the value of E and I??? I cannot read it.
@muhammadfahad86275 жыл бұрын
sir i am not able to understand why delta B is 2.41in and not 0.2 in
@AFMathandEngineering5 жыл бұрын
What part specifically don't you understand? The entire video is finding delta B. Is there a step you got something different on?
@sangbryan60284 жыл бұрын
Can someone who understood where the (800/EI) and the (600/EI) came from explain it to me?
@AFMathandEngineering4 жыл бұрын
Solve and draw the bending moment diagram and divide all of the terms by EI (doesn't change their values).
@akebaharper59312 жыл бұрын
we need more of the video
@NiteshKumar-vr8hp3 жыл бұрын
I like your handwriting 😁
@AFMathandEngineering3 жыл бұрын
First time I've ever heard that compliment lol!
@NiteshKumar-vr8hp3 жыл бұрын
@@AFMathandEngineering but your explanation was great❤️
@anoopgec48183 жыл бұрын
Thankyou thankyou so much. I have to help a student to cheat to get 50$ and this video helped me alot
@emmanuelbalino4 ай бұрын
THANK YOU MASTER
@aswan77145 жыл бұрын
not all heroes wear capes Thanks boss!
@roham19815 жыл бұрын
Thanks a lot
@mohammedalhajri19866 жыл бұрын
you are the best
@yukicchi95164 жыл бұрын
Thank you for this!! Just, need some review of the topic and this sure helps a lot. 😭
@onlyone4817 жыл бұрын
Engr. how to find the maximum deflection in area method? Thank you 😇
@AFMathandEngineering7 жыл бұрын
Thanks for the comment, good question! You need to take advantage of the fact that at the point of the maximum deflection, the slope of the tangent is 0. I'll make my next video on this topic, stay tuned :D
@onlyone4817 жыл бұрын
AF Math & Engineering thank you on this video is very usefull for student like me.
@AFMathandEngineering7 жыл бұрын
Great man! We love to hear feedback from our viewers, and we're glad it helped. Are you a Civil Engineering student?
@onlyone4817 жыл бұрын
AF Math & Engineering yes sir.. I am currently studying and Philippines.
@AFMathandEngineering7 жыл бұрын
Great...are you enjoying your time so far? What year are you in? Please let us know if you hear of any particular problems you or your classmates have and we'd be happy to help :D
@markjosephreyes90214 жыл бұрын
Well said and explained sir. just a small comment please don't talk too fast cause I can't catch up what you are saying. Thanks, sir!
@ajgarcia37864 жыл бұрын
you can change the playback speed to 0.75x
@dogansahutoglu20733 жыл бұрын
thanks alot, it is very clear and helpful
@simonfryer60754 жыл бұрын
It was helpful
@TeamMananap5 жыл бұрын
sir pls answer me. how did you get the 800 and 600 . thank you
@AFMathandEngineering5 жыл бұрын
It's mentioned in the video, also read some of the previous comments some people asked the same thing
@Gagandeepsingh-qs8wq6 жыл бұрын
wish my nincompoop teacher at university explained like this.
@AFMathandEngineering6 жыл бұрын
Gagandeep singh haha, thanks glad you enjoyed!
@mohmera6 жыл бұрын
thank You
@samanthadelpilar78765 жыл бұрын
How did (8500/EI)x20-(53333/EI) become 2.43in???
@AFMathandEngineering5 жыл бұрын
Did you try converting the units and calculating it?
@AFMathandEngineering5 жыл бұрын
I answered the same question for another person, here's the response below. The units of the original equation are kip-ft^3, so you should have 116,667 kp-ft^3 * (12)^3 / 1800 * 46000 depending on the units you want to use.
@tajudeenolusegun23047 ай бұрын
Thanks
@yoonabii20075 жыл бұрын
Is it 600/EI ? I got 400/EI.
@AFMathandEngineering5 жыл бұрын
600
@yoonabii20075 жыл бұрын
Thank you very much sir😇
@lealy56954 жыл бұрын
thank youuuu~
@kane7283 Жыл бұрын
CAN SOMEBODY PLEASE EXPLAIN TO ME WHY 40FT IS THE ADJACENT AND WHY ISN'T IT NOT DELTA DA? 40 FT IS CLEARLY OPPOSITE OF THE LONGER SIDE!!!
@hhcdghjjgsdrt2353 жыл бұрын
thank u sir
@lesiaamavere65875 жыл бұрын
800EI and 600EI ????????
@AFMathandEngineering5 жыл бұрын
As mentioned in the video, calculate the bending moment diagram, divide by EI
@soniamatteazzi15615 жыл бұрын
Did you find out how he got those numbers?????
@AFMathandEngineering5 жыл бұрын
It's mentioned multiple times in the comments and the video, just calculate the bending moment diagram and divide by ei
@niketanchettri56506 жыл бұрын
Amazing
@AFMathandEngineering6 жыл бұрын
Thanks alot!
@pratikpatil98063 жыл бұрын
Are you sure you're not MKBHD?
@Spongesauce902 жыл бұрын
How did I get here? I barely know how to do fractions 😂
@jervinnabo9405 жыл бұрын
Nice video!
@AFMathandEngineering5 жыл бұрын
Thanks!
@WFAP234 жыл бұрын
not seeing how you got 800 and 600 im getting 600 and 200
@AFMathandEngineering4 жыл бұрын
Not trying to be mean by saying this but if you can't solve the 800 600 here you really need to go back and review how to solve your bending moment diagrams, if you're at this point and can't solve them you'll be in trouble on your exam, this one is extremely straight forward. Reaction at D (taken at A): (60(20)+40(30))/40 = Rd = 60 kip Moment at point B (cut at b, right side of beam) = -40(10)+60(20) = 800. Divide by EI. Will let you solve the rest.
@nishanifernando10476 жыл бұрын
Thanx...
@mAymanov6 жыл бұрын
so what about over hanged cantilever beam with uniform load allover the beam?? how can i calculate the angle of the support beside the cantilever?? thank you 😇
@AFMathandEngineering6 жыл бұрын
good question! so because the load condition changes, the M/EI diagram will change. Then, you need to sketch the elastic curve, use the relationships we showed in this and the other two videos and you're good. You'll take the reference tangent as the one beside the cantilever, you know the deflection at the far support is 0, so that would be delta BA, assuming your supports are labelled AB from left to right. Then use the techniques we showed in these videos to solve directly for the rotation. Hope that helps :D
@mAymanov6 жыл бұрын
ok good but if it was a double overhanging cantilevers, how will i deal with that??
@AFMathandEngineering6 жыл бұрын
In this method, you always just start by drawing the shear and bending moment diagrams. Once you have these, you can sketch the elastic curve and just continue with the same methods for any question. If you understand that you can always find the distance between the tangent and the support, you can use the methods outlined in these videos to solve it. The techniques for solving different methods though you'll have to practice problems in your book after gaining the understanding from either your professor or videos like ours. Good luck!
@mAymanov6 жыл бұрын
got it thanks a lot 😍
@AFMathandEngineering6 жыл бұрын
no problem man, welcome to the channel :)
@fiaksenyo96498 ай бұрын
You dey rush
@productsnextdoorАй бұрын
😂😂
@muhammadmusa5009 Жыл бұрын
I have no learning in this video
@diegolopezpereyra97214 жыл бұрын
te amo
@bharathnalla86655 жыл бұрын
sexy
@CLICKS142 жыл бұрын
sir how at last deflecion will be calculated plz describe also with coversion