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As mentioned in chapter above member data are used for the settings of additional information needed for the particular checks. In this case of Design shear reinforcement the following items can be set:
Class
reinforcement class of designed longitudinal reinforcement; combobox with possible material classes (CA-25; CA-50; CA-60)
Angle of stirrups
angle of stirrups related to longitudinal axis (x) of the member, default is 90degre
Concrete cover
user defined value of concrete cover used in design procedure of shear reinforcement according to table 7.2, default is 30mm
Longitudinal diameter
diameter of longitudinal reinforcement used for design of shear reinforcement, default is 20mm
Number of branch
number of vertical stirrups branches, usually two or four stirrups branches are used; default is 2
Stirrups diameter
diameter of stirrups used for design of shear reinforcement; default is 5mm
type of design model which is used for design of shear reinforcement; there are two possibilities:
Design model I (fixed θ = 45deg)
Design model II (user defined value θ from 30 to 45deg)
Angle of struts
angle which is used for calculation of shear capacity; this item is editable in case of Design model II is selected only; default is 45deg
When you double click on item in Concrete tree then the following dialogue appears with name of member data and possible edition of them.
When you press three dots button then the dialogue as follows appears.
