Arch Rebar ColumnReinforcement TwoTiesSixRebars/it

Descrizione
Lo strumento Armatura di pilastro con due staffe e sei barre consente all'utente di creare delle barre di rinforzo all'interno di un oggetto Struttura Pilastro.

The Column Reinforcement TwoTiesSixRebars tool is also integrated into BIM Workbench.

Questo comando fa parte dell'ambiente Reinforcement, un ambiente esterno che si può installare con Addon manager, tramite il menu.



Utilizzo
1. Selezionare una faccia di un oggetto creato precedentemente. 2. Quindi selezionare  dagli strumenti armatura. 3. Sullo schermo appare una finestra di dialogo come mostrato sotto.



4. Selezionare il tipo di rinforzo di colonna TwoTiesSixRebars dal menu a discesa sul lato destro.



5. Fornire input per i dati relativi ai legami. 6. Fare clic su e la finestra di dialogo verrà aggiornata come mostrato sotto.



11. Selezionare il tipo di armatura desiderata e compilare i dati per le armature in direzione y. 12. Cliccare su o su  per generare il rinforzo del pilastro. 13. Cliccare su per uscire dalla finestra di dialogo.

Proprietà
Ties:
 * : The distance between the left end of the tie to the left face of the structure.
 * : The distance between the right end of the tie to right face of the structure.
 * : The distance between tie from the top face of the structure.
 * : The distance between tie from the bottom face of the structure.
 * : The distance between tie from the top/bottom face of the structure.
 * : Diameter of the tie.
 * : Bent angle defines the angle at the ends of a tie.
 * : Extension Factor defines length of end of tie, expressed in times the diameter.
 * : The number of ties.
 * : The distance between the axes of each tie.
 * : The sequence of ties from top to bottom with respect to front view.

Main Rebars: Rebars present at corners of tie
 * : Type of main rebars.
 * : Orientation of LShaped hooks.
 * : Direction for hook extension.
 * : Length of hook of LShape rebars.
 * : A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
 * : The distance between rebar from the top face of the structure.
 * : The distance between rebar from the bottom face of the structure.
 * : Diameter of the main rebars.

Script
API Arch, API di Reinforcement e Basi di script per FreeCAD.

Lo strumento Armatura di pilastro può essere utilizzato nelle macro e dalla console Python utilizzando la seguente funzione:

Create Two Ties Six Rebars

 * Creates a object from the given, which is an Arch Structure, and , which is a face of that structure.
 * If no nor  are given, it will take the user selected face as input.
 * ,, , and  are inner offset distances for the tie elements with respect to the faces of the structure. They are respectively the left, right, top, bottom and front/rear offsets.
 * define the angle of the tip of the reinforcement loop of tie elements.
 * define the length of the tip of the reinforcement loop of tie elements, expressed in times the diameter of tie elements.
 * is the diameter of the tie elements.
 * if it is it will create as many two ties sets as given by ; if it is  it will create two ties sets separated by the numerical value of.
 * specifies the number of two ties sets, or the value of the separation between the sets, depending on.
 * is the diameter of the main rebars.
 * and are inner offset distances for the main rebars with respect to the top and bottom faces of the structure, respectively.
 * is the type of the main rebars; it can be or.
 * specifies the orientation of LShaped hook; it can be:, , , , , , or.
 * specifies direction for hook extension; it can be or.
 * is the parameter that determines the bending radius of the LShaped main rebars, expressed as times the diameter.
 * is the length of hook of LShaped rebars.
 * is the sequence of ties from top to bottom with respect to front view; it can be or.

Edition of Two Ties Six Rebars
You can change the properties of the ties and rebars with the following function


 * is a previously created group object.
 * The other parameters are the same as required by the function.
 * and may be omitted so that the rebar stays in the original structure.