Hello I am having a hard time finding a code to combine two local matrices. I found this online but it does not seem to be working. The example is a bar under axial force. Element one is node 1 to 3, Element 2 is 3 to 5.
Print["Global Stiffness Matric"]
Ksys=zero( 5,5);
Ksys( 1,3)=Ksys( 1,3)+K1;
Ksys( 3,5)=Ksys( 3,5)+K2;
Ksys//MartixForm
Thank you!
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