Support Types
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Each of the Six Degree of Freedoms (DOF) at the bottom node of the columns can be restrained or unrestrained. Furthermore, each of these DOF can be assigned torsional or axial springs whose spring constants are to be determined by the user. |
For the buildings with columns ending up at different basement elevations, just create a fixed support type other than “Default”. Then assign this Support Type to the related columns at the lowest level as described above.
Soil-Structure Interaction type solutions can also be achieved by the help of this option. However, spring constants which are closely related with the soil parameters must be selected carefully. A faulty value selected as the axial spring constant will affect all super-structure force and moments.
Section eccentricity to the center will be considered and calculated (distance x axial load = moment).
Column bottom will have zero moment regardless of section eccentricity.