Profile
The first time you draw a beam, a profile needs to be chosen / inserted. There is asked what kind of profile you want to add. Also if you want to enter a new profile, there is asked what kind of profile you want to insert.
Steel
Remark:
You can adapt all profile dimensions by clicking on the concerning values in the dimension lines.
Profile name:
You can enter the profile name here, or select a profile from the database. You can also directly type IPE160, HEA200 or HE200A here.
Do you want to enter a common steel profile from the database, click on the 3 dots... at the right side of the input field.
After you selected a basic shape, you can subsequently adapt all the profile dimensions by clicking on the concerning numbers in the dimension line. You can also adapt the profile dimensions of the standard profiles by the use of this method.
E
The elasticity modulus, which is adaptable.
Angle
You can rotate the profile among an angle
Concrete
Cross sectional shape
You can choose from a big amount of cross sectional shapes. When you chose a shape, you can subsequently adapt the profile dimensions by clicking on the concerning values in the dimension lines.
Concrete top layer
Setting whether you want to insert a in-situ concrete top layer with a different concrete grade
Prefab
Setting whether you want to use prefab concrete
Concrete grade
The concrete grade
Steel grade
The steel grade of the basic and additional reinforcement.
Creep coefficient
The creep coefficient of concrete. By this coefficient the effective creep coefficient is calculated according to EN 1992-1-1 art. 5.8.4.
You can insert the creep coefficient yourself or you can have it calculated. See Creep. When the creep coefficient is calculated, a detailed calculation according to EN 1992-1-1 B.1 is displayed in the output as well.
Granule diameter
The nominal granule diameter of concrete
Granule diameter
The nominal granule diameter of concrete
h
The height of the concrete cross section in mm
b
The width of the concrete cross section in mm
h concrete layer
The height of the in-situ concrete top layer in mm
Environmental class
The environmental or exposure class is used for the determination of the required cover. See Exposure classes
Concrete surface
Can be checked, can not be checked or finished
delta_Cdev
Execution tolerance of the concrete cover in mm
Cover
Concrete cover top / bottom in mm
Side cover
Side cover left / right in mm
Basic reinforcement
Basic reinforcement top/bottom
Syntax 1: <amount>x<diameter> [+<amount>x<diameter>...]
Syntax 2: <diameter>-<ctc distance> [+<diameter>-<ctc distance>...]
Syntax 3: <mm2> [ / <diameter>]
2nd layer
Basic reinforcement top / bottom in the second layer
Additional reinforcement diameters
The diameters by which the additional reinforcement is designed
Layers
When designing a floor, the option if the basis reinforcement is in the first or in the second layer
Transverse reinforcement
When designing a floor, the diameter of the transverse reinforcement
Concrete trench
Concrete trench in mm
Diameters
Stirrup diameters
Distances
Stirrup distances
Number of stirrup sections
The number of stirrup sections. For shear force this is normally 2.
Angle compression strut
Angle compression strut in degrees
Minimum shear reinforcement
Setting whether the minimum shear reinforcement should be taken in to account.
Concrete interface
In the case of a in-situ concrete top layer, the pouring surface can be entered here.
h
Height of the concrete cross section for the shear force calculation in mm.
b
Width of the concrete cross section for the shear force calculation in mm.
Concrete grade
In case of a in-situ concrete top layer: Concrete grade that needs to be used for the shear force calculation.
Timber
Remark:
You can change the profile sizes by clicking on the concerning values in the dimension line.
Profile name
Enter the profile name or select a profile from the existing database. You can also directly type 75 x 200 of 75 x 225
When you want to enter a known timber profile from the database, click on the 3 dots... on the right side of the input field.
Material
Timber
Type of timber
Timber class
Climate class
Basic shape
You can choose from an amount of basic shapes. In this way you can make the profile yourself.
After you selected a basic shape, you can subsequently adapt all the profile sizes by clicking on the concerning values in the dimension line. You can also can adapt the profile sizes of the standard profiles in this way.
E
The elasticity modulus which is adaptable
Angle
You can rotate the profile among an angle
Build-up selection
With this module you can built up any section.
Input
You can Add, Copy and Delete any profiles here. Using Properties you can change your profile or alter the profile dimensions.
Profile name
Enter the profile name or select from our profile database.
Special input:
- Half H syntax: "1/2 profile name [ - min dimension ]" Example: 1/2IPE300 or 1/2HE650B-5
- Rectangular: syntax: "S width x height" of "F width x height" Example: S200x12
- Hole: syntax: "G width x height" of "H width x height" Example: H50x2
- Round: syntax: "R diameter Example: R50
- Tube(segment): syntax: "R diameter x thickness [ / hoek1 / hoek2 ] " Example: R500x12 or R500x12/0/180
- Trangle: syntax: "D width x height" of "T width x height" Example: T50x60
U
Coordinate u in mm
V
Coordinate v in mm
Angle
Angle in degrees
Graphical input
Graphical view of the built up section, with:
- cross section of all profiles use. The focused section is displayed with another color.
- coordinate system
- centroid
- principal axis
- distances from centroid to all largest dimension
- display of radius of gyration
- display of plastic neutral axis
Mouse right click context menu
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