![]() ![]() I've created equivalent Load-History in Ram concept for comparison purpose using default load-History/ECR parameters: I’ve use the followings parameters for the slab:įlat slab 250mm thk C32/40, columns 300圆00mm C32/40 pinned at both ends, 100% restraint type for slab panels (which is conservatively and is equal to 20% in Ram) and following event sequence in Tekla: In brief the deflections in Tekla using Slab Deflection tool with an event sequence similar to that recommended in the their Long-Term Deflection Webinar-part 2 are less than those from Long term deflections in Ram Concept. It appears that there a significant differences between the deflection in Tekla Structural Designer and Ram Concept. We made a comparison between the results for long-term deflections from both programmes. I have models of the slab of one of the RC frame buildings in Tekla and Ram Concept. I’m performing a structural concept design of RC frame of residential development using EC2. ![]()
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