Matlab : Direct Stiffness Analysis of Statically Indeterminate Truss Part 1/2

Matlab : Direct Stiffness Analysis of Statically Indeterminate Truss Part 1/2
#matlab #directstiffness #truss

By using Matlab and Direct Stiffness Analysis, we can do a 2D truss structural analysis to find internal forces and support reactions. After watching this video, you can learn how to implement the Matlab code to do structural analysis for any 2D truss system. The next part of this tutorial will be showed how to clean the code, and plot the structural system and deformation after run the analysis.

Truss structural analysis using Python:

Dynamic Analysis:

Truss structural analysis using Matlab:

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[EngineerHunter]

Update video about 2D truss analysis using Object-Oriented Programming in Matlab. You can check it here.

[Arnold-xjvp]

thank u very much.
i searched in books and sites.
but your code was better and complete

[himodesweet]

thanks alot ...I wish if you have your voice with plaxis tutorial

[leechongkeat]

This meant a lot to me bro. I wonder how about when considering the thermal change of the members?

[fratkaymak]

hello, how can we adapt the codes in the video above to framework structures. How can we make the change in DOF's code. Should DOF s be 6 for an element? Is it possible for you to send the code? ?

[surajthakkar]

Thanks for the video mate. how would you calculate the element and global stiffness matrices of an elastic 2D plate using full gaussian integration?

[theroadtokimjaeuckscrinkle]

hi assuming we had spring elements with given k values at node 4 and 3 how do i include that ??

[ragimmamedov]

can you pls briefly write deformation part if there are support settlements?

[ahmedyacoub]

Can you please put the link of this pdf file of the problem ?

[khyverguzman]

I keep getting an error in ID Array part "Invalid expression. When calling a
function or indexing a variable, use
parentheses. Otherwise, check for
mismatched delimiters."

[edgarsilva]

thank u very much.
i searched in books and sites.
but your code was better and complete