Local Direction Force Sum

 

 

 

Local Direction Force Sum provides internal forces on a selected plane in plate or solid elements. The resultant forces and the acting point are calculated on the basis of all the nodal forces included in the selected plane. Once a detail analysis is carried out for a specific part of the structure, this function conveniently calculates the member forces for structural design.

 

 

 

From the Main Menu select Results > Detail > Local Direction Force Sum.

 

 

 

                                                                  

                                                                                         

0-Check.jpg Mode

 

Assign the method of selecting the subject plane that includes the nodes where internal forces are to be combined.

 

Line Select : Define a plane within beam, plate, and solid elements. The plane is selected by defining a straight line passing through the beam, plate, and solid element nodes.

 

Polygon Select : Define a plane within beam, plate, and solid elements. The plane is selected by Polygon Select.

 

 

0-Check.jpg Type of element

 

Check on desired element types to be included in the resultant force calculation. For Line Select mode, beam and plate elements can be selected. For Polygon Select, beam, plate, and solid elements can be selected.

 

 

0-Check.jpg Load Case

 

Select a desired load case or load combination. Envelop Type load combination cannot be selected.

 

 

0-Check.jpg Tolerance

 

Tolerance defining a line or polygon

 

 

0-Check.jpg Coordinate Input

 

 Positions: Enter the GCS coordinates of the points necessary to assign a line or polygon

 

Note
Enter the coordinates of the points, or click the entry field and the desired points to automatically enter the coordinates. To select Plate Edge Line Select, enter the coordinates of the two points defining a line and additionally enter the coordinates of the 3rd point that defines the direction as to which side of the
elements are to be considered.

 

Vector: Enter a vector to define the z-axis of the local coordinate system to which Result Output is referenced

 

Note
The sum of nodal internal forces for each
element is calculated at the center of the selected plane section with respect to the local coordinate system.

When defining a polygon, the local axes are determined by the entry sequence of the coordinates of the points (right hand rule).

If the z-vector is not defined, the direction from the 1st to 2nd point of the polygon becomes the local z-axis by default.

Click 0-Apply.jpg in the Local Direction Force Sum dialog box to review the local coordinate axes displayed at the centroid.

 

Local coordinate system convention (when z-vector is not specified)

 

0-Check.jpg Resultant Force Location

 

Auto-Calc.: By default, resultant forces are calculated at a dimension center. When only plate elements exist, the resultant force location is automatically calculated as a gravity center.

 

User Input: Input the desired coordinates in GCS to calculate the resultant force. This option is useful when calculating the resultant force for more than two types of elements.   

 

0-Check.jpg Result Output

 

Produce the position of the centroid of the defined section and the sum of internal forces for each direction.

 

 

0-Check.jpg Name

 

Define a name, which will be used to register in a list of centroid locations of defined sections and internal force sums for each direction.

 

04-LDFS-4.jpg: Calculated results are produced in a text file. Using this function allows us to save multiple locations where we wish to find the sums of internal member forces, which can be output in a text file.

LDFS1.jpg; Calculated results are produced in a table . Using this function allows us to see multiple locations where we wish to find the sums of internal member forces, which can be output in a table.

 

On clicking the Table Output option, the records activation dialog box is displayed, from where you can select the load cases for which to display the local direction force sum in a tabular format.

 

 

LDFS-3.jpg

 

Local direction Force Sum Table Output

 

 

Name: Name which is used to register in a list of centroid locations of defined sections and internal force sums for each direction.

 

Load: Load Case/Combination

 

Fx: Axial force

 

Fy: Shear force in the element's local y-direction

 

Fz: Shear force in the element's local z-direction

 

Mx: Torsional moment about the element's local x-axis

 

My: Bending moment about the element's local y-axis

 

Mz: Bending moment about the element's local z-axis

 

 

 

 

 tri.jpgRevision of Gen 2015 (v1.1)

 

Q1. We have a problem with “Local Direction Force Sum”. Please take, for example, the combination 15, the element 70324 and the LDFS named "1elem - X verso il basso". If I run eigenvalue analysis with 100 frequencies some results of LDFS are incorrect, while if I run eigenvalue analysis with 2 frequencies all the results of LDFS are correct. We have attached a file with calculations and the model. 

 

Q2. The results of Local Direction Force Sum of same position are different between the following two cases: Case 1) Six elements are activated in the model view. Case 2) One element is activated in the model view.