Analysis of TRUSSES With FE Analysis | Displacements & Stresses Calculation for the truss elements

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  • เผยแพร่เมื่อ 2 พ.ย. 2024

ความคิดเห็น • 105

  • @arunprayog7986
    @arunprayog7986 2 ปีที่แล้ว +1

    Beautiful sir......very clearly explained, thanks a ton👏👏👏👏👏👏👏

  • @sunipaul7391
    @sunipaul7391 3 ปีที่แล้ว +2

    Thank you so much Mahesh sir
    So clearly explained

  • @muhammadjunaid5166
    @muhammadjunaid5166 5 ปีที่แล้ว +9

    Sir , thank you so much for the help . I think there is a mistake at 12:20 , in the values of theta 1 and theta 2 . The angle
    tan(theta) formula is perp/base.

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 ปีที่แล้ว

      OK. May be by mistake.. Thanks for your kind words

    • @muhammadjunaid5166
      @muhammadjunaid5166 5 ปีที่แล้ว +2

      @@MaheshGadwantikar Thanks for the help i am new to mechanical engineering and if your videos where not here i donot know what could i do :)

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 ปีที่แล้ว

      OK. Thank you..

    • @ruturajhumane4346
      @ruturajhumane4346 ปีที่แล้ว

      Thanx I was stuck their 😅 that how it could be possible

    • @SaiKumar-yi1si
      @SaiKumar-yi1si 2 หลายเดือนก่อน

      Yes observed this but iam thinking iam wrong😢

  • @saicharanmanne5566
    @saicharanmanne5566 2 ปีที่แล้ว +1

    Tq so much sir for your good explanation

  • @Unknown16547
    @Unknown16547 ปีที่แล้ว +1

    Nice explanation sir thank you so much 🙏

  • @asli409
    @asli409 2 ปีที่แล้ว +1

    it's very nice explanation! thank you so much

  • @razaq-_-2933
    @razaq-_-2933 3 ปีที่แล้ว +3

    thank you, very helpful

  • @icaruselim
    @icaruselim 3 ปีที่แล้ว +1

    thanks for the information you provided.

  • @r.a2229
    @r.a2229 4 ปีที่แล้ว +4

    Hi. Your videos are very helpful and you deserve more views. I think there's a mistake while computing the global stiffness matrix. For element 2, EA/L=0.5*10^5 , however while computing the global matrix you used 0.5*10^3. Please can you check. Thank you

    • @MaheshGadwantikar
      @MaheshGadwantikar  4 ปีที่แล้ว +2

      Thank You clean observation.. might be there.

    • @surajkonde8838
      @surajkonde8838 2 ปีที่แล้ว +2

      Why the 1st theta calculated from x_axis and other theta will calculated from Y_axis

  • @karzankamal9402
    @karzankamal9402 5 ปีที่แล้ว +4

    Hello dear teacher, about at 18:34 global stifness matrices how k= 10 (0.8 0.24 -0.24 ......) 0.8 ,0.24 which number multiply

  • @kshitijsingh6809
    @kshitijsingh6809 5 ปีที่แล้ว +1

    u teach great , come up with more subjects nd university engg quetions

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 ปีที่แล้ว +1

      Thank you so Much dear Singh.. Sure I will be available in different subjects

  • @huis8652
    @huis8652 4 ปีที่แล้ว +1

    thanks for your blessing

  • @sruthij6119
    @sruthij6119 3 ปีที่แล้ว +3

    I think theta 2 and 3 values are wrong i am not sure. For theta 2 when taking opp and adjacent, it should be 800/600 right??

  • @SHYAM-yd6pm
    @SHYAM-yd6pm 4 ปีที่แล้ว +1

    thank you sir , i am new to start learning , sir please mention the lecture number on each lecture for example for truss problem I confused from where to start .

    • @MaheshGadwantikar
      @MaheshGadwantikar  4 ปีที่แล้ว

      Thank You for the suggestions..I will sure make it.

    • @shyamkishorsharma4422
      @shyamkishorsharma4422 4 ปีที่แล้ว +1

      @@MaheshGadwantikar sir for learn how to write the stiffness matrix for truss system which video I see?

    • @MaheshGadwantikar
      @MaheshGadwantikar  4 ปีที่แล้ว

      Please Contact me

  • @shadrackkiplangat6963
    @shadrackkiplangat6963 2 ปีที่แล้ว

    Very clear !

  • @gaming4life25
    @gaming4life25 4 ปีที่แล้ว +2

    Theta is measured between local node 1 and x axis right??

  • @koushikb4006
    @koushikb4006 2 ปีที่แล้ว +6

    guys the whole sum is wrong , this guy has messed up global matrix

  • @ramdevkorra2504
    @ramdevkorra2504 4 ปีที่แล้ว +1

    Super sir

  • @TheMudfly80
    @TheMudfly80 3 ปีที่แล้ว +1

    Could you use a beam element for this problem? With 2 displacements 'vertically' and 2 angle displacements. I do not think such a element would be useful for this type of problem and I have just come across it in a book I am reading. Thanks for any replies.

  • @pragatikumaribehera9602
    @pragatikumaribehera9602 9 หลายเดือนก่อน

    Analyze the plane truss shown in Fig using finite element method. GivenE = 210GPa andArea of all members (A) =1×10-4 m², determine The horizontal and vertical displacements at node 3 The reactions at nodes 1 and 2.Where E= Young's modulus of elasticity The global stiffness matrix for the structure The horizontal displacement at node

  • @vamsivamsikrishnakada6418
    @vamsivamsikrishnakada6418 3 ปีที่แล้ว

    Nice bro

  • @huis8652
    @huis8652 4 ปีที่แล้ว +1

    thankss

  • @maheshgoud5778
    @maheshgoud5778 ปีที่แล้ว +1

    Sir akkada... K1 ... And k2 and k3 values .... 10 power 5 kada vachindhi...
    Miru deniki 10 power 3 thisukonnaru

  • @kavyakp1266
    @kavyakp1266 4 ปีที่แล้ว +1

    Sir is these is a direct stiffness method ..?

  • @Marcos-iu8dy
    @Marcos-iu8dy 4 ปีที่แล้ว +1

    Sir theta 2 =36.9 and theta 3=53.1
    How it's possible because theta 3 near as compare to theta 2 with respect y-axis

    • @r.a2229
      @r.a2229 4 ปีที่แล้ว

      Hi. I think if you use SOHCAHTOA it will help. For theta 2, adjacent is 800. For theta 3, adjacent is 450. I hope this helps

  • @powerisinsoul7061
    @powerisinsoul7061 5 ปีที่แล้ว +1

    Sir how to find REACTIONS please ...Sir ASAP i have paper very soon

  • @Shynu-gg9zh
    @Shynu-gg9zh 2 ปีที่แล้ว

    Sir solve the unit calculation i don't know to calculate

  • @Saurabh_Dandekar
    @Saurabh_Dandekar 5 ปีที่แล้ว +3

    Sir why taking angle θ2 with respect to Y-axis?
    Because θ1 you take with respect to X-axis.
    Please explain.

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 ปีที่แล้ว +2

      Hello Saurabh , Sorry for the late response,. All the angle are taken along with x axis only, In case of Element 1, Z formation is made, So Outside angle is equal to inside angle. Hope it will be help you

    • @Saurabh_Dandekar
      @Saurabh_Dandekar 5 ปีที่แล้ว

      Understood.
      Thank you so much.

    • @riyarajput4041
      @riyarajput4041 5 ปีที่แล้ว

      rajput.riya22@gmail.com

    • @neelivenkatesh8827
      @neelivenkatesh8827 5 ปีที่แล้ว +1

      @@MaheshGadwantikar i didn't get it . Can You explain it in easy terms

    • @MaheshGadwantikar
      @MaheshGadwantikar  5 ปีที่แล้ว

      Hello Venkatesh, Could you please what exactly you not understand

  • @sureshnukapeyyi4684
    @sureshnukapeyyi4684 4 ปีที่แล้ว +1

    I want detailed calculations

  • @yashmore4999
    @yashmore4999 ปีที่แล้ว +1

    Sir apke basis clear karo please
    Your writing values wrong and assuming correct

  • @OussAndOne
    @OussAndOne 3 ปีที่แล้ว +1

    stress in element 1 = stress in element 2 because E, L , C and S are the same

    • @MaheshGadwantikar
      @MaheshGadwantikar  3 ปีที่แล้ว +1

      No it may be different because of displacements a

  • @nikhilkumar8033
    @nikhilkumar8033 3 ปีที่แล้ว +1

    AE/L values u got *10⁵
    But u wrote *10³
    How is it

  • @AnimeDatarist
    @AnimeDatarist 4 ปีที่แล้ว

    Is this 2d or 3d

  • @jayakrishnann.s7985
    @jayakrishnann.s7985 3 ปีที่แล้ว +1

    More problems

  • @paulgbago8220
    @paulgbago8220 2 ปีที่แล้ว

    the first stress is not correct -cos is positive at 26:38

  • @nanireddy4509
    @nanireddy4509 4 ปีที่แล้ว +1

    Hello Sir i need total notes of FEM bcos i lost my notes i have exam next month so pls Sir.

    • @MaheshGadwantikar
      @MaheshGadwantikar  4 ปีที่แล้ว +1

      In the description, you can find the notes Downloading options

  • @HagaziBirhanu-it8wo
    @HagaziBirhanu-it8wo 6 หลายเดือนก่อน

    i think the global matrices is incorrect

  • @RaghavendraBhajantri-se4hm
    @RaghavendraBhajantri-se4hm 5 หลายเดือนก่อน

    Sum mai gotala kar diya hai enhonay

  • @RD-tg9xx
    @RD-tg9xx 3 ปีที่แล้ว +1

    Sir how can we connect to you to talk with you insta or facebook

  • @kumaramiya2169
    @kumaramiya2169 2 ปีที่แล้ว +1

    kumaramiya1997