By clicking Criteria-Calc Options-Vibrations, there is an option to select a stiffness matrix. If I select Global Stiffness Matrix, it is my understanding that the analysis will be based on gross uncracked cross section properties if the slab or beams is defined with stiffness modifiers equal to 1.0. If I want the analysis to be based on cracked cross section properties, I need to set the Behavior to "Custom" and the flexural stiffness factors to less than 1.0.
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However, I noticed in the RAM Concept Manual that I may use the design strips to define a cross section as cracked/uncracked. How do these two forms of input work with each other? Do I need to ensure both match for the program to analyze the slab or beam as cracked/uncracked?
You can perform the vibration analysis using the default global stiffness matrix, in which case the design strips don't matter. This is an uncracked behavior unless you have modified the stiffness of the elements intentionally on the Mesh Input layer. Or you can run a model with design strips, perform a load history analysis to establish a modified or cracked stiffness matrix, and then perform the vibration analysis using a specific load step from the that load history analysis.
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.
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