FEA frame example
21:48
2 ай бұрын
End Releases in Frame Elements
13:25
Work equivalent loading   theory
12:25
First FEA beam example
23:23
3 ай бұрын
FEA Workflow Pre Analysis
8:50
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FEA 2D SOLVER introduction
6:06
8 ай бұрын
truss stiffness matrix in 2D space
9:25
Пікірлер
@FullOilBarrel
@FullOilBarrel 22 күн бұрын
thank you
@HmunRch
@HmunRch 2 ай бұрын
What is that? I don't heard that before ,but I am just curious.
@aitehs
@aitehs 2 ай бұрын
Smells like a tasty Bebra
@johnny5941
@johnny5941 3 ай бұрын
Why do you write small?
@lukegarrettSJSU
@lukegarrettSJSU 4 ай бұрын
where can we download the 2D solver for matlab?
@jeremiahpaul2599
@jeremiahpaul2599 6 ай бұрын
thank you
@simont6439
@simont6439 6 ай бұрын
These videos are incredibly helpful! Very well presented.
@rumah0
@rumah0 10 ай бұрын
Very helpful. Thank you very much Sir. 🙇
@abubakrkashani1710
@abubakrkashani1710 11 ай бұрын
Great explanation! Thank you.
@davidsolis9350
@davidsolis9350 Жыл бұрын
This video is great, u are a good teacher
@TinasheHowera
@TinasheHowera Жыл бұрын
nicee..thanks a lot was really struggling
@Mim-bu7cd
@Mim-bu7cd Жыл бұрын
Hi sir, Can we apply this method for 3D Space? Its only need 6x6 to change 8x8. am ı right?