Absolute Maximum Moment Example - Structural Analysis

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  • Опубликовано: 29 окт 2024

Комментарии • 69

  • @jennapagnotti7822
    @jennapagnotti7822 7 лет назад +16

    Dude, now that I watched all of the videos in this series on ILs, I GET IT!!!! you have no idea how much of a help this is. I took Structural Analysis 13 years ago and somehow just barely understood it then. I've now been working for over 10 years and have never used it professionally (I do vertical structures, not horizontal). However, there's always one question on the PE exam about it. Thank you for your great explanations!

  • @Masar47
    @Masar47 9 лет назад +10

    hands down one of the best channels on youtube! you are a life saver

  • @pop4ti
    @pop4ti 6 лет назад +4

    I love your channel and your enthusiasm in explaining the topics. I wish for you all the best.

  • @bakrnawfal7210
    @bakrnawfal7210 5 лет назад +2

    you are simply amazing; your explaining, attitude, and personality are all amazing. thank you man really love you.

  • @vikalpsrivastava8394
    @vikalpsrivastava8394 8 лет назад +1

    you saved my semester exams..thank you so much ...it was fun learning with you

  • @erfanrad9630
    @erfanrad9630 5 лет назад +4

    I wish you were my professor in the university, thank you so much

  • @akshayshetti5452
    @akshayshetti5452 9 лет назад +8

    Hey dude your explanation is fantastic...keep it up dude and guide aspiring students....superb👍👍

    • @structurefree
      @structurefree  9 лет назад +1

      Akshay Shetti thank you for the kind words and the encouragement!

  • @75Dusk
    @75Dusk 8 лет назад +2

    This is my first youtube comment, ever, and you deserve it good sir. This will be much help for my examinations tomorrow. You have my gratitude! :) Chika Chika!

  • @AshaSingh-kd4mh
    @AshaSingh-kd4mh 9 лет назад +11

    HI ..U EXPLAIN AMAZING...VERY SIMPLE WAY...U R SUPERB..CHIKA CHIKA

  • @johnyboy1693
    @johnyboy1693 6 лет назад +3

    I wish that my prof is as lively as you .

  • @jaeyan3970
    @jaeyan3970 12 лет назад +1

    you are of great help and you always make mechanics easy! thanks!

  • @sebastianbelalcazar9587
    @sebastianbelalcazar9587 10 лет назад +4

    you explain better than my profesor........

  • @bakarjlo2746
    @bakarjlo2746 6 лет назад +1

    amazing this lecture really helped me lot
    thank you for your Great explanation

  • @wcstorm11
    @wcstorm11 12 лет назад +1

    Literally needed this today. Thank you!

  • @rahimghoroubi7206
    @rahimghoroubi7206 5 лет назад +1

    Thank you for this video, is it possible to take another example for both shear and moment for concentrated moving loads

  • @parkkendalldria2172
    @parkkendalldria2172 5 лет назад +2

    Hi!! Can you do Maximum moment for floor girders? Thank you!

  • @ca7960
    @ca7960 4 года назад +2

    Thank you for the videos. It seems to me that, the max moment would occur when the resultant force is at the middle of the beam. Why didn't we take that in to account? It is a bit obvious :s

  • @margo2339
    @margo2339 8 лет назад +2

    what if one of the loads fall outside the beam?

  • @jptp27
    @jptp27 6 лет назад +1

    thank you for this. you did a better job than my teacher lol

  • @zeyadsbaih6073
    @zeyadsbaih6073 6 лет назад

    what if the vehicle is longer than the beam , one force will be outside of the beam , how we will calculate the resultant ?

  • @juhmanrlt
    @juhmanrlt 7 лет назад +1

    thank you for your explaination...super

  • @kobietroipatino8900
    @kobietroipatino8900 5 лет назад

    I have a question sir. Why is it cut in the wheel's location? Isnt maximum moment located at middle in simply supported?

  • @freddiepallugna4409
    @freddiepallugna4409 6 лет назад +2

    thank you, it really did answer my questions😂

  • @raymartcas2761
    @raymartcas2761 8 лет назад +1

    thanks mate u really help me.

  • @chirsteenabdalla9396
    @chirsteenabdalla9396 4 года назад +1

    Thank you so much

  • @ignaciolopez7581
    @ignaciolopez7581 3 года назад +1

    Goat Talk!

  • @لاتحزن-ف9ك
    @لاتحزن-ف9ك 5 лет назад +2

    I am from Iraq and very difficult to understand English language 😢😢😢
    Think you can you translated into Arabic

  • @jomaripimentel6880
    @jomaripimentel6880 9 лет назад +1

    what method is this?

  • @subakaranr.9252
    @subakaranr.9252 5 лет назад

    why u r selecting it in the center of the line???

  • @sudadalmutar4675
    @sudadalmutar4675 9 лет назад +1

    Good Job Man!

  • @ye84-v5k
    @ye84-v5k 5 лет назад

    U solved every kinda question but did not solve influence line question for frames cant believe it still sir.

  • @fabsydude
    @fabsydude 11 лет назад

    Not really. Since the larger loads are almost evenly near to A and B, it could be understandable for Ay to have a force almost half of the total force. Its 11.16 btw. How'd you get 5.54 though?

  • @jaeyan3970
    @jaeyan3970 12 лет назад +1

    hope you make one for an indeterminate compound truss bridge!!!!!

  • @Jean1juan
    @Jean1juan 11 лет назад

    Why did he move Fr to the left of the center line at 17:00?

  • @patrickpring1103
    @patrickpring1103 5 лет назад +1

    Fuckin' structure free! In the house!

  • @mohsenalopa8736
    @mohsenalopa8736 9 лет назад +1

    It is really helpful :) thank you :)

  • @kendelossantos5621
    @kendelossantos5621 7 лет назад

    very helpful

  • @nischalsantooshsinghsairam2278
    @nischalsantooshsinghsairam2278 7 лет назад

    hey wait...what about max shear...????

  • @bennettturk3206
    @bennettturk3206 3 года назад

    Instead of calculating all of the distances why nut use the resultant to determine the reactions? It would be easier.

  • @khaledosama6280
    @khaledosama6280 7 лет назад

    what about the shear ?

  • @mohammadshahab7949
    @mohammadshahab7949 7 лет назад +1

    god job man, chika chika

  • @sudadalmutar4675
    @sudadalmutar4675 9 лет назад +1

    did you take the exam?

  • @aubreydavid
    @aubreydavid 11 лет назад

    shouldn't the reaction Ay= 5.54 not 11.16 ??

  • @akidecandy
    @akidecandy Год назад +1

    2:05 :D i like hibler too :D

  • @afaq494
    @afaq494 10 лет назад +2

    Wat abt absolute maximum shear?

    • @PinoySamurai008
      @PinoySamurai008 5 лет назад

      answering this is probably 4yrs late but if anyone here's still wondering, you simply move the Heaviest Load directly above a support in which the Load won't fall, in this case you put it at Support A.
      Then get the Moment at B, the new Ay you will get will be the max Shear.

  • @yusrasiddiqui4634
    @yusrasiddiqui4634 8 лет назад +1

    thank you so muchh

  • @robertsmith8217
    @robertsmith8217 8 лет назад +2

    freaking structurefree!! GRRRR!!!

  • @eleanamarietabang5324
    @eleanamarietabang5324 7 лет назад

    thank you!

  • @non14200
    @non14200 11 лет назад

    why did he take moment on B on 11:43 ??

  • @ismaildoum6765
    @ismaildoum6765 8 лет назад +1

    thanks

  • @Zephaniah0207
    @Zephaniah0207 10 лет назад +1

    its when the 10k loads pass point A. 0+

    • @jrudyg
      @jrudyg 10 лет назад

      I'll take your word for it ...

  • @skkjgff6130
    @skkjgff6130 2 года назад +1

    👍👍👍👌

  • @kaylia1000
    @kaylia1000 11 лет назад

    the loads are moving across to the left

  • @لاتحزن-ف9ك
    @لاتحزن-ف9ك 5 лет назад

    Please I need subject moving load
    Beacuse I need that so so so so much

  • @hanwaisproperty
    @hanwaisproperty 12 лет назад

    Who wants to be ghetto right!? lmao u the best my man

  • @naseem5607
    @naseem5607 9 лет назад +1

    good enough.........

  • @mahrrkipte24
    @mahrrkipte24 11 лет назад

    thnkz to your vid.:)

  • @dennhaley7239
    @dennhaley7239 11 лет назад

    Thank you .. (y)

  • @snipermk0
    @snipermk0 12 лет назад

    hey, pls check ur inbox

  • @dannetaupongibakaganga3538
    @dannetaupongibakaganga3538 6 лет назад

    annoying

  • @live-concept
    @live-concept 8 лет назад +1

    thank you!