Hi all,
I am working on an assignment which involes modelling a 13 floors steel building in Etabs and perform the following steps:
1). Detremine all internal forces and moments to 'Theory 1 order'.
2). Proof of Load bearing capacity due to 'Theory II order'.
I am not sure how i can perform analysis using Theory-I and Theory-II in Etabs.
If someone can guide.
Kind Regards,
Muhammad Omer Anwaar