Capture time-varying properties of concrete in your analysis. Account for creep, shrinkage, and cracking at various stages in the analysis, accurately predicting deflections with consideration for how concrete truly behaves.
RAM Concept uses the Eurocode 2 tension stiffening model for all load history calculations regardless of the selected creep/shrinkage model. This tension stiffening model utilizes a Beta parameter, which Eurocode 2 states should be taken as 1 for short-term loading and 0.5 for long-term loading (see Clause 7.4.3). Previous versions of RAM Concept used Beta = 0.5 when using that code equation. Some experts have concluded that Beta = 0.5 is equivalent to reducing the cracking moment by about 30 percent and is an approximate way to account for shrinkage induced cracking (i.e. internal and external shrinkage restraint). Since RAM Concept always rigorously calculates the effects of internal restraint and uses the Shrinkage Restraint % parameter to account for the effects of external restraint, RAM Concept now always uses Beta =1 to avoid double counting those effects.
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