The buttons of this toolbar display a set of sub-menus to create and assign properties for nodes and members of the model. These sub-menus appear along the side of the screen.
Sub-menus for manipulation of the material parameters, member cross-section properties and values of loads all have common features. The drop-down list (next figure) selects a set of properties that is defined by a unique name. These property values are automatically shown in the sub-menus for editing.
The icons shown in the next figure allow the user to manage these property sets.
To create a new set of properties, select the button and assign the new set a unique name. The button imports a list of property sets from another file generated by Ftool. Duplicate property sets in the imported file are ignored. The internal function that compresses the property sets just eliminates those which are not in use in the current model.
To create a new set of material parameters, select button and specify a unique name (figure below to the left). Default values of material parameters are available for a generic isotropic material, steel, concrete or aluminum.
Material parameters include Young’s modulus (elasticity modulus E), Poisson’s ratio (ν) – used for members with shear deformation, and coefficient of thermal expansion (α) – used in case temperature loadings are applied.
The button creates a new set of cross-section properties. Available section types are shown. One of the following must be selected:
Based on the type of section selected, the parameters that define the features of that section are then defined along the side of the screen under the schematic drawing. There are basically two types of sections: parameterized (including the generic sections) and tabulated.
In the case of parameterized sections, the cross-section’s parameters must be defined. In the case of the Generic section (shown here) the parameters listed are the following geometric properties:
- A: area
- As: effective shear area
- I: moment of inertia (second moment of the area)
- d: section depth
- y̅: centroid position
Each property must be non-zero:
- A: for members with axial deformation
- As: for members with shear deformation
- I: always
- d and y̅: for members with thermal loads
For other parameterized sections, the user defines the section’s dimensions (such as width and height), and its geometric properties are automatically calculated. All dimensions are required but may be equal to zero (so long as the requisite geometric properties are non-zero).
In the case of profile tables, the user need only select the desired profile.
In the case of the section type Profile - Welded-I (BR),
choose the type of profile (Beam, Column or Beam-
Column) and the section depth group, d. Then use the
arrow buttons to choose the desired profile within that
Ftool contains data from NBR standard profiles, as well as tabulated profiles from different manu-facturers. The user only needs to select specific requirements via the drop-down lists.
Depending on the chosen section type, (all, none or some of) the buttons will be available. The buttons mirror the section around its vertical and horizontal axes, respectively. The buttons rotate the section counter-clockwise and clockwise, respectively.
Through this submenu, the user defines constraints on components of displacements in the x and y directions and the rotation around the z-axis. The support orientation angle (for skew supports) is also defined, as well as any prescribed values of displacement or rotation. Non-rigid supports may be modeled by specifying values for corresponding stiffness of linear-elastic springs.
This sub-menu allows the user to introduce hinges at member ends or at the model nodes. By default, members are rigidly connected to the structure nodes.
This sub-menu restricts deformations within members. There are two exclusive main options: flexible member and infinitely rigid member. For flexible member, there are two non-exclusive options: toggle for axial deformation and toggle for shear deformation. When a new model is created, the default toggle options are flexible member with axial deformation of with no shear deformation. If a model is read from a file, and all its members have shear deformation allowed, the shear deformation toggle is set on.