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Concrete Frame/ Shear Wall Design The design codes for the concrete frame and shear walls have already been defined. After running the ...
2D and 3D Shear Wall Configurations In ETABS, you can define both 2D and 3D shear walls. As shown in Figure 15, the shear walls on the bottom ...
Concrete Frame and Shear Wall Design Auto Loading Combinations and Design Groups For concrete frame and shear wall design, ETABS creates load ...
Mass Source Definition In ETABS, the user has the option of choosing one of three options for defining the source of the mass of a structure. ...
ASCE 7-02 Wind Loads and Auto-permutation of Wind Directions Next, we will define the wind load cases to the model. Perform the same operation as ...
IBC 2003 Seismic Loads To define earthquake and wind loads to the structure, you must go to Define > Static Load Cases. You can see ...
Static and Dynamic Loading of Diaphragms Rigid, Semi-Rigid and Flexible Floor Diaphragms Assigning a diaphragm to an area object provides a ...
Modeling of Ramp Elements To draw ramp elements in ETABS is very simple. It is basically drawing a regular area element except that at least ...
Meshing of Concrete Floor Systems and Auto Line Constraints During analysis, ETABS automatically meshes (divides) area objects that are assigned ...
Modeling of Pier and Spandrel Elements Draw a wall on gridline G between gridlines 6 and 8. To do this, make sure you are in the plan ...
