Design Defaults

Design defaults

Reinforcement

Beam/Rib

Longitudinal

Use a template of provided reinforcement
Description

Information about if the template of provided reinforcement is used or not
Default Checkbox - ON

Code

 -
Level Standard

Figure

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Member Beam / Rib
Upper
Diameter of upper reinforcement
Description

Information about diameter of upper of reinforcement
Default Edit box; default ds,u = 16 mm

Code

 -
Level Standard

Figure
Member Beam / Rib
Type of cover of upper reinforcement
Description

Information about type of cover of upper reinforcement
Default Combo box; Auto / User; default = Auto

Code

 4.4.1
Level Standard

Figure
Member Beam / Rib
User defined concrete cover of upper reinforcement
Description

Possibility to define concrete cover of upper reinforcement; this item is visible only if the item above is set to User
Default Edit box; cu = 30 mm

Code

 4.4.1
Level Standard

Figure
Member Beam / Rib
Lower
Diameter of lower reinforcement
Description

Information about diameter of lower of reinforcement
Default Edit box; default ds,l = 16 mm

Code

 -
Level Standard

Figure
Member Beam / Rib
Type of cover of lower reinforcement
Description

Information about type of cover of lower reinforcement
Default Combo box; Auto / User; default = Auto

Code

 4.4.1
Level Standard

Figure
Member Beam / Rib
User defined concrete cover of lower reinforcement
Description

Possibility to define concrete cover of lower reinforcement; this item is visible only if the item above is set to User
Default Edit box; cl = 30 mm

Code

 4.4.1
Level Standard

Figure
Member Beam / Rib
Side
Type of cover of side reinforcement
Description

Information about type of cover of side reinforcement
Default Combo box; Auto / User; default = Auto

Code

 4.4.1
Level Standard

Figure
Member Beam / Rib
User defined concrete cover of side reinforcement
Description

Possibility to define concrete cover of side reinforcement; this item is visible only if the item above is set to User
Default Edit box; cs = 30 mm

Code

 4.4.1
Level Standard

Figure
Member Beam / Rib

Stirrups

Diameter of stirrups
Description

Information about diameter of stirrups
Default Edit box; dss = 8 mm

Code

 -
Level Standard

Figure
Member Beam / Rib
Number of cuts
Description

Information about number of cuts for shear reinforcement
Default Edit box; ns = 2

Code

 -
Level Standard

Figure
Member Beam / Rib
Angle
Description

Angle between shear reinforcement and the beam axis perpendicular to the shear force
Default Edit box; α = 90 °

Code

 -
Level Standard

Figure

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Member Beam / Rib

Beam slab

Longitudinal

Upper
Diameter of upper reinforcement
Description

Information about diameter of upper of reinforcement
Default Edit box; default ds,u = 16 mm

Code

 -
Level Standard

Figure
Member Beam slab
Type of cover of upper reinforcement
Description

Information about type of cover of upper reinforcement
Default Combo box; Auto / User; default = Auto

Code

 4.4.1
Level Standard

Figure
Member Beam slab
User defined concrete cover of upper reinforcement
Description

Possibility to define concrete cover of upper reinforcement; this item is visible only if the item above is set to User
Default Edit box; cu = 30 mm

Code

 4.4.1
Level Standard

Figure
Member Beam slab
Lower
Diameter of lower reinforcement
Description

Information about diameter of lower of reinforcement
Default Edit box; default ds,l = 16 mm

Code

 -
Level Standard

Figure
Member Beam slab
Type of cover of lower reinforcement
Description

Information about type of cover of lower reinforcement
Default Combo box; Auto / User; default = Auto

Code

 4.4.1
Level Standard

Figure
Member Beam slab
User defined concrete cover of lower reinforcement
Description

Possibility to define concrete cover of lower reinforcement; this item is visible only if the item above is set to User
Default Edit box; cl = 30 mm

Code

 4.4.1
Level Standard

Figure
Member Beam slab

Column

Longitudinal

Main
Diameter of main reinforcement
Description

Information about diameter of main of reinforcement
Default Edit box; default ds,m = 16 mm

Code

 -
Level Standard

Figure
Member Column
Type of cover of main reinforcement
Description

Information about type of cover of main reinforcement
Default Combo box; Auto / User; default = Auto

Code

 4.4.1
Level Standard

Figure
Member Column
User defined concrete cover of main reinforcement
Description

Possibility to define concrete cover of main reinforcement; this item is visible only if the item above is set to User
Default Edit box; cm = 30 mm

Code

 4.4.1
Level Standard

Figure
Member Column

Stirrups

Diameter of stirrups
Description

Information about diameter of stirrups
Default Edit box; dss = 8 mm

Code

 -
Level Standard

Figure
Member Column
Number of cuts
Description

Information about number of cuts for shear reinforcement
Default Edit box; ns = 2

Code

 -
Level Standard

Figure
Member Column
Angle
Description

Angle between shear reinforcement and the beam axis perpendicular to the shear force
Default Edit box; α = 90 °

Code

 -
Level Standard

Figure

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Member Column

Plate, Shell (Plate)

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.

Longitudinal

Displaying of items in Design defaults for Plate and Shell (Plate) is dependent on setting Use a template of provided reinforcement, see above.

Use a template of provided reinforcement - True

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

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Member Plate, Shell(Plate)
Use a template of provided reinforcement - False

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-).

Upper (z+)
Type of cover of first layer of upper reinforcement
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

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Member Plate, Shell(Plate)
User defined cover for upper reinforcement
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

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Member Plate, Shell(Plate)
Diameter of first upper reinforcement layer
Description

Defined diameter of first upper reinforcement layer used during design procedure
Default Edit box; ds1.u = 10 mm; this item is visible only if check box Use a template of provided reinforcement is set False.

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)
Angle of first upper reinforcement layer
Description

Defined angle of first upper reinforcement layer used during design procedure from x axis of LCS 2D mesh element
Default Edit box; α1.u = 0°

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)

 

Diameter of second upper reinforcement layer
Description

Defined diameter of second upper reinforcement layer used during design procedure
Default Edit box; ds2.u = 10 mm; this item is visible only if check box Use a template of provided reinforcement is set False.

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)
Angle of first second reinforcement layer
Description

Defined angle of first second reinforcement layer used during design procedure from x axis of LCS 2D mesh element
Default Edit box; α2.u = 90°

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)
Lower (z-)
Type of cover of first layer of lower reinforcement
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

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Member Plate, Shell(Plate)
User defined cover for lower reinforcement
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

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Member Plate, Shell(Plate)
Diameter of first lower reinforcement layer
Description

Defined diameter of first lower reinforcement layer used during design procedure
Default Edit box; ds1.l = 10 mm; this item is visible only if check box Use a template of provided reinforcement is set False.

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)
Angle of first lower reinforcement layer
Description

Defined angle of first lower reinforcement layer used during design procedure from x axis of LCS 2D mesh element
Default Edit box; α1.l = 0°

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)
Diameter of second lower reinforcement layer
Description

Defined diameter of second lower reinforcement layer used during design procedure
Default Edit box; ds2.l = 10 mm; this item is visible only if check box Use a template of provided reinforcement is set False.

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)
Angle of first second reinforcement layer
Description

Defined angle of second lower reinforcement layer used during design procedure from x axis of LCS 2D mesh element
Default Edit box; α2.l = 90°

Code

 -
Level Standard

Figure
Member Plate, Shell(Plate)

Note: Directions of designed reinforcement, in general independent for the upper and lower surface of the member, can be visualized by symbolic arrows (single arrow for each direction) using the option [Drawing directions for design] in View parameters setting. The arrows are drawn per member or individually for each mesh element, depending on the selected local coordination system of the member. If the LCS is the same for all mesh elements, then the arrows are drawn only once for the whole member near the centre of gravity. Moreover, when results related to specific reinforcement direction are presented, only the arrow associated with this direction and surface is automatically drawn. The visualization of the arrows can be modified by Colours/Lines settings to distinguish each direction specifically for better orientation in results.

Shear

Diameter of shear reinforcement
Description

Definition of diameter of shear reinforcement (links) used in design of shear reinforcement
Default Edit box; default = 8 mm

Code

 -
Level Standard

Figure

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Member Plate, Shell(Plate)
Arrange perimeters of shear links by limits from detailing
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

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Member Plate, Shell(Plate)
The distance of the first perimeter from the column face
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

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Member Plate, Shell(Plate)
Radial spacing of perimeters
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

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Member Plate, Shell(Plate)

Wall, Shell (Wall), Deep beam

Longitudinal

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.

Use a template of provided reinforcement - True

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.

Template of provided reinforcement (Wall)
Description

Link to provided library based for Wall
Default Link to library; default is the first value from the library

Code

 -
Level Standard

Figure

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Member Wall, Shell(Wall)
Template of provided reinforcement (Deep beam)
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

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Member Deep beam
Use a template of provided reinforcement - False

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.

Both
Type of cover of both surfaces
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

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Member Wall, Shell(Wall), Deep beam
User cover of reinforcement layer
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

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Member Wall, Shell(Wall), Deep beam
Diameter of reinforcement of first layer
Description

Defined diameter of first reinforcement layer for both surfaces.
Default Edit box; ds1 = 10 mm; this item is visible only if check box Use a template of provided reinforcement is set False.

Code

 -
Level Standard

Figure
Member Wall, Shell(Wall), Deep beam
Angle of reinforcement of first layer
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

 

Diameter of reinforcement of second layer
Description

Defined diameter of second reinforcement layer for both surfaces
Default Edit box; ds2 = 10 mm; this item is visible only if check box Use a template of provided reinforcement is set False.

Code

 -
Level Standard

Figure
Member Wall, Shell(Wall), Deep beam
Angle of reinforcement of second layer
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
Shear
Diameter of shear reinforcement
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

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Member Wall, Shell(Wall), Deep beam

Minimal concrete cover

Design working life
Description

Design working life is information used for determination of minimal concrete cover
Default Edit box , default = 50 years

Code

 4.4.1.2(5), table 4.3N
Level Standard

Figure

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Member All
Risk of corrosion attack
Corrosion induced by carbonation
Description

Exposure class caused by carbonation is used for determination of minimal concrete cover in Table 4.4N

None - No corrosion induced by carbonation

XC1 - Dry or permanently wet

XC2 - Wet, rarely dry

XC3 - Moderate humidity

XC4 - Cyclic wet and dry
Default Combo box; default = XC3

Code

 4.4.1.2(5), table 4.3N
Level Standard

Figure

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Member All
Corrosion induced by chlorides
Description

Exposure class caused by chlorides is used for determination of minimal concrete cover in Table 4.4N

None - No corrosion induced by chlorides

XD1 - Moderate humidity

XD2 - Wet, rarely dry

XD3 - Cyclic wet and dry
Default Combo box; default = None

Code

 4.4.1.2(5), table 4.3N
Level Standard

Figure

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Member All
Corrosion induced by chlorides from sea water
Description

Exposure class caused by chlorides from sea water is used for determination of minimal concrete cover in Table 4.4N

None - No corrosion induced by chlorides from sea water

XS1 - Exposed to airborne salt but not in direct contact with sea water

XS2 - Permanently submerged

XS3 - Tidal, splash and spray zones
Default Combo box; default = None

Code

 4.4.1.2(5), table 4.3N
Level Standard

Figure

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Member All
Free / thaw attack
Description

Additional Exposure class caused by freezing or thawing

None - No Freeze/Thaw Attack

XF1 - Moderate water saturation, without de-icing agent

XF2 - Moderate water saturation, with de-icing agent

XF3 - High water saturation, without de-icing agents

XF4 - High water saturation with de-icing agents or sea water
Default Combo box; default = None

Code

 4.4.1.2(12)
Level Standard

Figure

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Member All
Chemical attack
Description

Additional Exposure class caused by chemical attack

None - No chemical attack

XA1 - Slightly aggressive chemical environment according to EN 206-1, Table 2

XA2 - Moderately aggressive chemical environment according to EN 206-1, Table 2

XA3 - Highly aggressive chemical environment according to EN 206-1, Table 2
Default Combo box; default = None

Code

 4.4.1.2(12)
Level Standard

Figure

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Member All
Risk of abrasion attack
Description

Additional Exposure class caused by abrasion attack

None - No abrasion

XM1 - Moderate abrasion

XM2 - Heavy abrasion

XM3 - Extreme abrasion
Default Combo box; default = None

Code

 4.4.1.2(13)
Level Advanced

Figure

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Member All
Possibility of special control
Special geometric control
Description

To take into account additional deviation to nominal concrete cover caused by special geometric control
Default Check box; default = False

Code

 4.4.1.3(3)
Level Advanced

Figure

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Member All
Special concrete quality control
Description

To take into account additional deviation to nominal concrete cover caused by special concrete quality control
Default Check box; default = False

Code

 4.4.1.2(5)
Level Advanced

Figure

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Member All
Risk of casting on atypical surface
Description

To take into account additional deviation to nominal concrete cover caused by casting on atypical surface

Standard - No additional deviation to nominal concrete cover

Against prepared ground - Concrete cast against prepared ground

Against soil - Concrete cast directly against soil

Uneven surface - Increasing due uneven surface
Default Combo box; default = Standard

Code

 4.4.1.3(4)
Level Advanced

Figure

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Member All

Concrete characteristic

Type of concrete
Description

To take into account additional deviation to nominal concrete cover caused by production type

In-situ - Concrete is cast directly on the construction site

Prefabricated - Elements are precasted in factory
Default Combo box; default = In-situ

Code

 4.4.1.3(1P, 3)
Level Standard

Figure

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Member All