Modeling Concrete Beams and Slabs in RAM Concept

Modeling Concrete Beams and Slabs in RAM Concept
Modeling Concrete Beams and Slabs in RAM Concept
In this video, you will learn how to model concrete beams and slabs in RAM Concept.

RAM Concept 

RAM Concept is a separate application that designs conventionally reinforced and post-tensioned concrete floors and mat foundations. It is linked directly to RAM Structural System through an integrated, bi-directional data exchange. 

RAM Concept completes a single floor analysis that is similar to the RAM Concrete analysis. Its capabilities also include a rigorous, non-linear load history analysis for long-term deflection calculations and a comprehensive dynamic analysis for walking-induced vibration response. 

Examples of time-saving features available through the RAM Structural System-RAM Concept link and the RAM Concept analysis include:

  •  Import of lateral load effects and a lateral self-equilibrium analysis. When the out-of-plane stiffness of slabs are considered to be part of the lateral load path in the RAM Frame analysis, the slab and the slab-column connections need to be designed for the forces and moments determined in the analysis. RAM Concept imports the resultant forces of supports directly above and below a given floor and analyzes those sets of forces using a special self-equilibrium analysis. This analysis ensures that the load path assumed in each analysis is consistent without any manual effort.
  •  Export of support reactions. Column reactions for gravity loadings and post-tensioning effects can be exported from RAM Concept into RAM Structural System and considered in the column design routines in RAM Concrete.

Details

Title Modeling Concrete Beams and Slabs in RAM Concept
Duration 10 Mins
Language English
Format MP4
Size 35 MB
Download Method Direct Download  
Download Links BECOME A MEMBER VIEW DOWNLOAD LINKS

The post Modeling Concrete Beams and Slabs in RAM Concept appeared first on Civil Engineering Knowledge Base.



from Civil Engineering Knowledge Base https://ift.tt/3CYQ54K