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Hello, welcome to Basics of Finite Element Analysis, this is the fifth week of this particular course, and today is day two of this week. Yesterday we learned how to develop element level equations and today we will extend that discussion in context of the overall assembly. So what we will do today and possibly also tomorrow is figure out that how do we assemble all these different element level equations and bring them up to an assembly level. So with that intent in mind. We will first define the domain. So let us say so this entire discussion is going to happen in context of the bar under x scale compression or tension problem. So let us say this is my domain and I am breaking this domain into three elements, element number one, element number two, element number three okay. Now for, so the global node numbers are node one, node two, node three and node four, the local element numbers are one unknown numbers are n2 for the first element, then this is one and two for the second eleme