hamedthelord
Structural
Greetings gentlemen,
I have 3 storey building and it has inclined steel roof at top, what is the appropriate way to define diaphragm for this roof in order to solve seismic load?
I have 3 storey building and it has inclined steel roof at top, what is the appropriate way to define diaphragm for this roof in order to solve seismic load?