Hello everybody
I m doing a model of 1-floor reinforced concrete space frame with concrete slab. I m using columns 100x100cm (C70/85), beams 45/90cm (C50/60) and 22cm thick slab (C35/45). I m doing elastic analysis for only selfwight load. Results along with my staad file are in attachments...
Hello everybody. I m doing a model of 1-floor reinforced concrete space frame with concrete slab. I m using columns 100x100cm (C70/85), beams 45/90cm (C50/60) and 22cm thick slab. I m doing elastic analysis for only selfwight load. I m seinding these resultsalong with my file of model in my...