Structural Theory | Slope-Deflection Method | Analysis of indeterminate Beam Part 1 of 3

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  • Опубліковано 23 гру 2024

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  • @phpolitikal4618
    @phpolitikal4618 3 роки тому +5

    shout out sau sir, I take my ce engineering course at budget university and they dont do online lectures they only give hand outs and leave it to us students to self study which is challenging at times, such as this topic i think this one in particular is the hardest for me in terms of structural theory, thanks for the help :)

  • @afeezolalekan2011
    @afeezolalekan2011 3 роки тому +2

    This is very helpful. thanks

  • @morganwanjogu3316
    @morganwanjogu3316 2 роки тому +3

    counter clock wise is -ve for FEM

  • @emudainohwoakpesiriemmanue500
    @emudainohwoakpesiriemmanue500 Рік тому +1

    Thanks sir for this lesson.
    Please sir can you give example using slope deflection method of pin support at A and roller support D with udl from A to D and impose load at AB

  • @zachydrogeo
    @zachydrogeo 3 роки тому

    Very helpful, thank you!

  • @jonardangeloawiten9476
    @jonardangeloawiten9476 Рік тому +1

    Sir in the Mba at first it is assumed to be CW in the diagram but the come up to a negative answer. So, its positive should be CCW and not CW still. please correct me if I am wrong.

  • @kamiyaichirou5323
    @kamiyaichirou5323 2 роки тому +1

    listening to your voice, I thought you were an Indian youtuber hahaha Pinoy pala :D biglang nagtagalog hahaha :D

  • @Thestrucruralengineer
    @Thestrucruralengineer 2 роки тому

    very helpful

  • @earlmiranda6035
    @earlmiranda6035 3 роки тому +4

    Ty nasagutan ko finals ko hahaha

  • @souravdas2831
    @souravdas2831 3 роки тому

    How its getting the maximum BM =32.781 at 3.4722 distance from B at span BC...... please explain

  • @sudippathak4639
    @sudippathak4639 3 роки тому +1

    Can you please give the link of how to create BMD of such problem. I couldn't find it in your play list

  • @bethelwubante3889
    @bethelwubante3889 2 роки тому

    can you do it with simply supported beam

  • @zumbatan550
    @zumbatan550 2 роки тому

    What about doing an analysis of a continuous beam with pinned end not fixed?

  • @grittyanas9472
    @grittyanas9472 2 роки тому

    what is the app you are using for writing?

  • @Umareineacademia0196
    @Umareineacademia0196 3 роки тому +1

    How can one tell there is no support settlements

  • @chillbro2280
    @chillbro2280 2 роки тому

    Can i ask why is that counter clockwise moment considered + sign? What i learned from my prof is the opposite. Clockwise is positive and counter clockwise is negative.

    • @engrjayc
      @engrjayc  2 роки тому

      It depends on your assumption. Either way, you should have come up with the correct answer. But make sure to be consistent on the sign you are using. Thanks

    • @engrjayc
      @engrjayc  2 роки тому +1

      I am using kassimali as reference.

  • @HashemAljifri515
    @HashemAljifri515 4 місяці тому

    Sir if I memorize them I would be able to solve all the problems though unlike force method it relies on your effort

  • @ilagan_isu_briggstarampi_m7574
    @ilagan_isu_briggstarampi_m7574 3 роки тому

    thankyou sir!

  • @jomarabrea1875
    @jomarabrea1875 2 роки тому

    sir san galing yung sum of Mc yung 4.5
    sa Rbr

  • @johnfrancoisbautista6467
    @johnfrancoisbautista6467 Рік тому +1

    Hi sir ask ko lang paano nakuha yung 4/6

  • @julesverbo7651
    @julesverbo7651 Рік тому +1

    sir pano po nakuha yun 4/6?

  • @bisnararjenb.5867
    @bisnararjenb.5867 2 роки тому

    Sir good afternoon pano po kung overhang yung dulo tapos may load P po?

  • @tutstorial8474
    @tutstorial8474 3 роки тому +1

    sir ano po ibig sabihin nung support settlement?

  • @GamersZone.08
    @GamersZone.08 2 роки тому

    hello sir. ask ko lang po kung anong gamit nyo na pangsulat sa presentation? yung may kulay po.

  • @markbenjiemagsayo7896
    @markbenjiemagsayo7896 2 роки тому

    Sir pano pag end support is roller?

  • @bethelwubante3889
    @bethelwubante3889 2 роки тому

    also consistent deformation method

  • @mbinmig900
    @mbinmig900 3 роки тому +1

    hello po can i know what book are you using ? thank you!

    • @josphinenduta6402
      @josphinenduta6402 3 роки тому +2

      I think he is using Structural analysis by Aslam Kassimali... Am not sure though

  • @jonathananniban6440
    @jonathananniban6440 Рік тому

    Sir ask ko lang kung may shortcut na solution Jan? salamat po

  • @AARONABAT
    @AARONABAT Рік тому +1

    MBA=MBC
    Diba po sir pag trinanspose magiging negative Yung MBC
    So, MBA-MBC=0 . Pexplain po 🥺

    • @guess9671
      @guess9671 11 місяців тому

      negative po yung FEM, pag AB, BC, CD and positive at BA, CB DC..

    • @guess9671
      @guess9671 11 місяців тому

      and Theta a = 0 po dapat kasi fixed yung sa beam, wala pong degree of freedom

  • @awitlamadrid2729
    @awitlamadrid2729 3 роки тому +1

    Hindi ko alam saan galing yung value niyo ng rigidity EI para makuha yung teta b

    • @engrjayc
      @engrjayc  3 роки тому

      Constant po

    • @xxtensyon27
      @xxtensyon27 3 роки тому

      Constant po yung EI tapos nag equate ng equations para makuha mga thetas

  • @jonathananniban6440
    @jonathananniban6440 Рік тому

    Sir ask ko lang kung may shortcut na solution Jan? salamat po