The 'Building Stories' dialog box consists of two tabs.
Main
In the Main tab , you can define the story heights and boundary conditions for the modeling. A 'Story' includes all model objects in a certain height section, that is, slabs, walls, and columns.
List Box
The individual building stories are listed on the left. As is usual in RFEM, the information in the remaining dialog sections refers to the entry you have selected in this list.
You can create new stories by using the buttons below the list. The buttons have the following functions:
| Button | Label | Effect |
|---|---|---|
|
New Highest Story | Creates a new top story at the top of the list |
|
New Higher Story | Creates new story above current level |
|
New Lower Story | Creates new story under current story |
|
New Bottom Story | Creates a new bottom story at the bottom of the list |
|
Story Generator | Creates stories on basis of the existing model geometry |
|
Delete Story | Deletes the story(s) selected in the list |
Story Dimension
Enter the story height by means of the 'height' of the coordinates Ztop and Zbottom. You can adjust the story height using the button
You can also define it graphically by selecting two nodes in the model.
The 'Height' of the coordinates ΔZ describes the story height in relation to the story below. The values are linked to the specifications for the absolute coordinates. The height ΔZ0 represents the clear height between the stories. This value is only relevant if you specify a slab thickness; otherwise, the elevation difference refers to the central axes of the floors.
The text box for the 'thickness' d can be accessed if you have defined the story height in the 'Global Settings' dialog tab using the Delete Height option. Here you can specify the slab thickness of the upper floor surface, which is then taken into account for the clear height ΔZ0.
In RFEM's Navigator - Display, you can define whether and how the dimensions of storys are displayed on the model.
Modeling
Additional specifications are possible for each story, which you can adjust in this section.
Story Modeling
The upper slab plane of a story can be modeled in four ways.
- -- : With the default setting, the model is analyzed in a global 3D calculation. There are no partial calculations with local 2D analyzes for ceilings and walls. However, specific result tables are created for dynamic analyses.
- Rigid diaphragm : At each FE node of the plane, Rigid Links are applied to the center of gravity of the floor, thus coupling the horizontal displacements.
- Semi-rigid plane : This approach corresponds to the concept of a rigid diaphragm, but the FE nodes are not rigidly coupled to the center of gravity. In this way, it is also possible to consider the flexibility of a ceiling.
- Load transfer only : The floor has no influence on the stiffness in and out of the plane. This element type only "collects" the loads on the ceiling and transfers them to the supporting elements of the 3D model. It allows you to represent secondary components, such as gratings and load distribution elements, on the 3D model without any further effects.
Nodal support modeling/line support modeling
In the case of a rigid or semi-rigid plane, you can influence the support of slabs for the local 2D model. Various options are available for selection in the lists.
In the case of a 'support with a fixed hinge', a support is applied in all directions; rotation about the vertical axis is also not possible. With the further options, you can assign an elastic support to both the nodes and the lines of a story. The parameters correspond to the values described in Chapters Nodal Supports and and-infos/documents/online-manuals/rfem-6/000047#fictitiousWallTab Line supports of the RFEM manual for determining the stiffness using a fictitious column or wall. The program determines the spring properties automatically from the boundary conditions consisting of materials, cross-sections, thicknesses, and geometry.
Information | Analytical & Mesh
In this section, you can find specific information about the current story (selected in the 'List'). The first column of values lists the analytical information about the story, the second column lists the information calculated on the basis of the generated FE mesh.
Graphic
The right area of the dialog box shows either a static drawing of the story height or a dynamic image of the current story in 3D view. Use the
you can switch between the two display options. The 3D view provides the usual options for controlling the graphic, as in RFEM.
Global settings
In the Global Settings tab, you enter basic specifications for the story modeling that also affect the Basic tab.
Ground floor
Define the coordinate Z0 of the lowest point on the ground floor. Use the
you can select a node of this plane graphically in the work window.
Story Height Modification
There are several options in the list that you can use to control the story height for changes.
- -- : Modifications to the story height do not affect the RFEM model.
- Fixed to top : When changing the height, all other nodes keep their absolute position in relation to the upper plane.
- Fixed to bottom : When changing the height, all other nodes keep their absolute position in relation to the lower plane.
- Proportionally : When changing the height, all other nodes keep their relative position on the modified story with regard to the top and bottom heights.
The options for modifying the story height only affect the inner nodes of the respective story. For example, if you increase the story height from 3 m to 4 m (see the following image), the 'Fixed to top' option allows an inner node of a divided member or an opening to keep the distance to the top of the story. The distance to the lower plane of the story increases by 1 m.
Story Height Definition
The list offers two options:
- Effective height : The story height refers to the central axes of the floor surfaces.
- Delete height : You can specify the thickness of the top floor surface in the 'Main' tab. This option is also useful for reading off the net height (clear height ΔZ0 ) of a story.
Show Warning for Neglected Openings
For openings in shear walls, you can use the check box to control whether the opening areas should be neglected in the calculation of the building model. The limit value Δ represents the maximum ratio of opening area to surface or surface cell size. If this value is exceeded, a corresponding warning appears.
Chapter Recommendations provides more information about modeling openings.
Vertical Result Line
If the check box is selected, RFEM creates a vertical section for the result diagrams. After the calculation, you can read off the values in the individual stories from this vertical result line.
The position of the result line is defined by the distances ΔX and ΔY. The percentage refers to the center of gravity and the directions of the global positive axes.
Use the
button to change the input mode and specify the distances in absolute values. They refer to the origin of the axis system.