Member stiffness is a special member type. This member type allows you to control the stiffnesses and properties of a member that should be considered in a structural analysis. By applying member stiffnesses, it is not necessary to define a cross-section that has the required properties, because the elements of the stiffness matrix can be defined directly.
Usage in Program
In order to assign member stiffnesses to members, it is necessary to assign the "Stiffness" type to these members.