Al Salamo Alekom
Sorry for typing in english but that is because my computer containes no arabic letters.
I have a question regarding ETABS, and looking forward to get some answers from the experts in this forum.
I'm working on my graduation project which is the design of high rise structure, and I decided to model and Analyse it using ETABS 8.00.
My question is, when I enter the beams and Columns elements, There is a filed to select the moment releases where I have to select between Pinned or Continuous? How does this selection affect the analysis and design results, and what is the difference between this option, and the option of assigning Joints restrained from the menu "Assign"?