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New setting Design defaults is created in menu Concrete > Reinforcement design, where user can define defaults parameters for design of reinforcement including provided reinforcement. This functionality allows to define basic setting and library of provided reinforcement depending on type of member and cross-section for whole structure. Main goal is to define basic and additional reinforcement for design for whole structure in project according to the type of member and cross-section.
The group Reinforcement design and dialog Design defaults will be visible, even the calculation is not done. The setting in dialog Design defaults will be similar as Concrete setting.
When you open design defaults dialogue you can see there defaults based on the member type.
The possibilities in Design defaults dialogue are dependent on the usage or not of provided library for longitudinal reinforcement.
Displaying of items in Design defaults for Beams is dependent on setting Use a template of provided reinforcement
Description |
When this check box is switch True the default diameters for design of reinforcement are taken into account from selected item in library of provided reinforcement for Rectangular, T, L, I and general sections |
Default | Check box; default = True |
Code |
- |
Level | Standard |
Figure |
- |
Member | Beam, Rib |
When the provided reinforcement library is used then diameters for design are defined in provided reinforcement library directly.
There are items from library of provided reinforcement dependent on type of cross-section and items from the library are filtered according to type of member
Description |
Link to provided library based on cross-section type |
Default | Link to library; default is the first value from the library |
Code |
- |
Level | Standard |
Figure |
- |
Member | Beam, Rib |
Values of cover are the same as in case of Use a provided reinforcement library is False.
When the provided reinforcement library is not used then diameters for design are defined in design defaults directly.
Then there is division to surfaces - Upper / Lower / Side.
Description |
Selection of type of cover for upper surface - Auto / User |
Default | Combo box; default = Auto |
Code |
4.4.1 |
Level | Standard |
Figure |
|
Member | Beam, Rib |
Description |
Selection of type of cover for lower surface - Auto / User |
Default | Combo box; default = Auto |
Code |
4.4.1 |
Level | Standard |
Figure |
|
Member | Beam, Rib |
Description |
Selection of type of cover for side surface - Upper / Lower / User |
Default | Combo box; default = Upper |
Code |
4.4.1 |
Level | Standard |
Figure |
|
Member | Beam, Rib |
Description |
Definition of diameter of stirrup used in design of shear reinforcement |
Default | Edit box; dss = 8 mm |
Code |
- |
Level | Standard |
Figure |
- |
Member | Beam, Rib |
Description |
Definition of diameter of number of cuts used in design of shear reinforcement |
Default | Edit box; ns = 8 mm |
Code |
- |
Level | Standard |
Figure |
|
Member | Beam, Rib |
Description |
Definition of angle of stirrups used in design of shear reinforcement perpendicular to beam axis |
Default | Edit box; αs = 90° |
Code |
- |
Level | Standard |
Figure |
- |
Member | Beam, Rib |
The settings for Beam slab is very similar to beam with the following limitations:
When the provided reinforcement library is used then diameters for design are defined in provided reinforcement library directly.
When the provided reinforcement library is not used then diameters for design are defined in design defaults directly.
Displaying of items in Design defaults for Beams is again dependent on setting Use a template of provided reinforcement see above.
When the provided reinforcement library is used then diameter for design are defined in provided reinforcement library directly.
There are items from library of provided reinforcement dependent on type of cross-section and items from the library are filtered according to type of member
Description |
Link to provided library based on cross-section type |
Default | Link to library; default is the first value from the library |
Code |
- |
Level | Standard |
Figure |
- |
Member | Column |
Values of cover are the same as in case of Use a provided reinforcement library is False.
When the provided reinforcement library is not used then diameter for design are defined in design defaults directly.
Then there is definition of one Main cover only.
Description |
Selection of type of cover for main surface - Auto / User |
Default | Combo box; default = Auto |
Code |
4.4.1 |
Level | Standard |
Figure |
|
Member | Column |
Description |
Definition of diameter of stirrup used in design of shear reinforcement |
Default | Edit box; dss = 8 mm |
Code |
- |
Level | Standard |
Figure |
- |
Member | Column |
Description |
Definition of diameter of number of cuts used in design of shear reinforcement |
Default | Edit box; ns = 2 |
Code |
- |
Level | Standard |
Figure |
|
Member | Column |
The concrete settings for 2D members is different than 1D member, but the idea of usage of provided reinforcement library for design defaults is the same.
Displaying of items in Design defaults for Plate and Shell (Plate) is dependent on setting Use a template of provided reinforcement, see above.
When the provided reinforcement library is used then diameters for design are defined in design defaults directly.
Values of cover and angles are the same as in case of Use a provided reinforcement library is False. Diameter are linked via Provided reinforcement library
Description |
Link to provided library based for Plate |
Default | Link to library; default is the first value from the library |
Code |
- |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
When the provided reinforcement library is not used then diameters for design are defined in design defaults directly.
Then there is definition of items based on surfaces - Upper (z+) / Lower (z-).
Description |
Selection of type of cover for first layer of upper reinforcement - Auto / User |
Default | Combo box; Typec1,u = Auto |
Code |
4.4.1 |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
User defined value of cover for first layer of upper reinforcement. |
Default | Edit box; cuser1,u = 30 mm; this item is visible only in case of Type of cover of upper reinforcement is User. |
Code |
4.4.1 |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
Selection of type of cover for first lower of lower reinforcement - Auto / User |
Default | Combo box; Typec1,l = Auto |
Code |
4.4.1 |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
User defined value of cover for first layer of lower reinforcement. |
Default | Edit box; cuser1,l = 30 mm; this item is visible only in case of Type of cover of lower reinforcement is User. |
Code |
4.4.1 |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
Definition of diameter of shear reinforcement (links) used in design of shear reinforcement |
Default | Edit box; default = 8 mm |
Code |
- |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
Setting if perimeters of shear links are calculated by limits from detailing or if they are defined by user |
Default | Check box; default = True |
Code |
9.4.3 |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
The distance of the first perimeter from the column face |
Default | Edit box; s0 = 100 mm; this item is visible only if check box above is set False |
Code |
9.4.3(4) |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Description |
Radial spacing of perimeters |
Default | Edit box; sr = 150 mm; this item is visible only if check box above is set False |
Code |
9.4.3(1) |
Level | Standard |
Figure |
- |
Member | Plate, Shell(Plate) |
Displaying of items in Design defaults for Wall, Shell (Wall) and Deep beam is dependent on setting Use a template of provided reinforcement, see above.
When the provided reinforcement library is used then diameters for design are defined in design defaults directly.
Values of cover and angles are the same as in case of Use a provided reinforcement library is False. Diameters are linked via Provided reinforcement library. There are two links in fact for Wall and Deep beam.
Description |
Link to provided library based for Wall |
Default | Link to library; default is the first value from the library |
Code |
- |
Level | Standard |
Figure |
- |
Member | Wall, Shell(Wall) |
Description |
Link to provided library based for Deep beam |
Default | Link to library; default is the first value from the library |
Code |
- |
Level | Standard |
Figure |
- |
Member | Deep beam |
When the provided reinforcement library is not used then diameters for design are defined in design defaults directly.
Then there is definition of items based for Both surface in one step. It means the same reinforcement is placed in each surface.
Description |
Selection of type of cover for first layer of reinforcement for both surfaces - Auto / User |
Default | Combo box; Typec1 = Auto |
Code |
4.4.1 |
Level | Standard |
Figure |
- |
Member | Wall, Shell(Wall), Deep beam |
Description |
User defined value of cover for first layer of reinforcement for both surfaces. |
Default | Edit box; cuser1 = 30 mm; this item is visible only in case of Type of cover of both surfaces is User. |
Code |
4.4.1 |
Level | Standard |
Figure |
- |
Member | Wall, Shell(Wall), Deep beam |
Description |
Defined angle of first reinforcement layer for both surfaces |
Default | Edit box; α1 = 0° |
Code |
- |
Level | Standard |
Figure |
|
Member | Wall, Shell(Wall), Deep beam |
Description |
Defined angle of second reinforcement layer for both surfaces |
Default | Edit box; α2 = 90° |
Code |
- |
Level | Standard |
Figure |
|
Member | Wall, Shell(Wall), Deep beam |
Description |
Definition of diameter of shear reinforcement (links) used in design of shear reinforcement in wall |
Default | Edit box; default = 8 mm |
Code |
- |
Level | Standard |
Figure |
- |
Member | Wall, Shell(Wall), Deep beam |