De esta forma se resuelve un Pórtico Hiperestático por el Método MATRICIAL de RIGIDEZ AUTOMATIZADO

In this video, we solve a 2D inclined frame using the Matrix Stiffness Method, developing the entire procedure in an organized and professional manner, just as it is done in structural analysis in civil engineering. This exercise includes: ✔️ Placement and numbering of degrees of freedom (free and constrained) ✔️ Complete tabulation of initial data (Area, Modulus of Elasticity, Moment of Inertia, Length, and Angle) ✔️ Construction of the stiffness matrix in local coordinates (6x6 matrix per element) ✔️ Member transformation matrix ✔️ Obtaining the stiffness matrix in global coordinates ✔️ Direct assembly of the global matrix of the structure ✔️ Subdivision into KLL, KLR, KRL, and KRR submatrices ✔️ External force vector ✔️ Calculation of fixed-end actions (FEA) ✔️ Obtaining the displacement vector ✔️ Calculation of support reactions ✔️ Determination of internal forces: Axial, Shear, and Moment ✔️ Construction of final diagrams This development will help you: 🎓 Understand the method without memorizing formulas 📐 Prepare for Structural Analysis exams 🧠 Master matrix assembly ⚡ Automate the procedure in MATLAB or other software 🔔 FOLLOW ME ON MY SOCIAL MEDIA 📲 TikTok: https://www.tiktok.com/@profejoelin2_... 📘 Facebook:   / 1dakjnp3ww   📸 Instagram: https://www.instagram.com/profejoelin...