Steel, timber elements, parameters

Several tools...

You can change the dimensions and characteristics of all steel and timber elements.
The parameters listed here are for the Rafters tool; the parameters for the other elements are set in the same way.
Special features of other elements are also mentioned.

Eaves/ridge shape (for rafters, hip/valley rafters)

Select the manner in which the rafters end at the ridge and eaves

Cross-section (general)

Width/height

This is where you enter the height and width of the profile as outer dimensions. Use a ”/” to separate the two values.

Rectangle

You can select a rectangular profile here.
If you have selected a profile from a symbol catalog, just click the icon to switch back to rectangular profiles.

Section

You can select any profile cross-section from a symbol catalog here. You can purchase various symbol catalogs from Nemetschek. However, you can also create your own symbols: draw a profile cross-section as a closed 2D outline and save it as a symbol.

Mirror/Rotate

You can mirror and/or rotate the profile here.

Attributes

Trade

Priority

Calculation mode

Static component interaction

Material selection

Material/qualities

Catalog assignment

Placing parameters (general)

The relevant component is shown graphically. If necessary, you can also enter dimensions here. The individual dimensions are illustrated in the preview.

Placing parameters (for rafters, hip/valley rafters, beams)

Depending on the shape you selected for the eaves and the ridge, the parameters you need to define are displayed graphically.

When you click beside Height of TL above roof, you can specify whether the height value is to be based on the top or bottom of the component. This way, when creating a series of rafters below a roof covering, for example, you can specify that the top level of the rafter placement is based on the bottom level of the roof covering.
Example

When you change the Height of TL above roof value for an entire series of rafters, the rafters are moved perpendicularly to the roof pitch. This ensures a smooth transition between the rafters and the roof covering. The position of the rafters in plan is updated automatically.
Example

Roof Pitch and Eave Height Reference Plane are locked during the entry procedure; the values they display merely reflect the settings of the roof plane or of the temporary custom reference plane.

When modifying steel and timber elements, you can enter new values for the Roof Pitch and Eave Height Reference Plane parameters and thus alter the pitch retroactively. This is useful if, after modifying the roof, you want to update the rafters so that they match the changes in the roof, for example.

As the Roof pitch and Opposite pitch parameters and the Height of rafter and Height of opposite rafter values are mutually dependent, the ridge may be inclined:

Height of opposite rafter:
(1) Inclined ridge when pitches are different
(2) Inclined ridge when rafters differ in height

Placing parameters (for rafter-supporting purlins)

This is where you can enter an overhang at the start and end of the rafter-supporting purlin (relative to the direction in which it is entered).

The Height of TL above roof value as well as the Roof pitch and Eaves height of reference plane parameters work in the same way as in the Rafters tool.

Placing parameters (for posts)

You can use the Placing angle parameter to specify the angle at which the post is created in plan.

Shape (for steel, timber elements)

This is where you can determine the shape of timber elements.

Advanced attributes (for steel, timber elements)

Function

Insertion depth (for beams)

This is where you can define the depth by which the beam cuts through the rafter.

Surface elements in sections

These attributes affect the manner in which rafters are displayed in sections and in animation:

Hatching

Pattern

Fill

Bitmap Area

Style Area

Surface (animation)

While defining parameters, you can save the settings in this dialog box as a favorite file or retrieve favorite files you have already saved .



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