Lecture 16: Matrix Method of Analysis of Trusses

[@saksharbanerjee200]

I think this is one of the most important lectures of this coarse . 🔥 🔥

[@AYUSHKUMAR-uj2pn]

Excellent teaching sir never learned like this🤩🤩

[@sairaj7914]

Kind feedback - The numbering is inconsistent and sometimes incorrect. Just consider node 1 with degrres of freedom i1 and j1, and node 2 with degrees of freedom i2 and j2. Only then is the overall km stiffness matrix correct.

[@scarytoday788]

Thnkuu soo mch sir.. u r extraordinary...👍

[@suprabhanayak7447]

Thank you sir

[@singhiskingsher5360]

Good😍😍

[@vikeshmauryaiitg]

Thank You Sir 😊

[@rudraksh5840]

@23:14 for the transformation of global coordinates, does any reverse procedure exist to get back the global coordinates in terms of local coordinates?

[@-Nireesha]

Why can't we take components of u as like forces