Returns information for a selected panel.
RSA_PANEL_DATA (Information type, Panel no.)
The RSA_PANEL_DATA formula syntax has the following arguments:
Information type
- MODEL
Calculation model of the panel.
The following results for the argument are available:- SHELL_ANALYTICAL_FINITE_ELEMENTS
Finite element type: shell. Transfer of loads: analytical (finite elements), without stiffening.
- SHELL_SIMPLIFIED_ONE_WAY
Finite element type: shell. Transfer of loads: Simplified (trapezoidal and triangular method) one-way, without stiffening
- SHELL_SIMPLIFIED_TWO_WAY
Finite element type: shell. Transfer of loads: Simplified (trapezoidal and triangular method) two-way, without stiffening
- SHELL_ANALYTICAL_FINITE_ELEMENTS_DIAPHAGRAM_FLEXIBLE
Finite element type: shell. Transfer of loads: analytical (finite elements), partial stiffening (in XY)
- SHELL_SIMPLIFIED_ONE_WAY_DIAPHAGRAM_FLEXIBLE
Finite element type: shell. Transfer of loads: Simplified (trapezoidal and triangular method) one-way, partial stiffening (in XY)
- SHELL_SIMPLIFIED_TWO_WAY_DIAPHAGRAM_FLEXIBLE
Finite element type: shell. Transfer of loads: Simplified (trapezoidal and triangular method) two-way, partial stiffening (in XY)
- SHELL_ANALYTICAL_FINITE_ELEMENTS_DIAPHAGRAM_RIGID
Finite element type: shell. Transfer of loads: analytical (finite elements), full stiffening (rigid body)
- SHELL_SIMPLIFIED_ONE_WAY_DIAPHAGRAM_RIGID
Finite element type: shell. Transfer of loads: Simplified (trapezoidal and triangular method) one-way, full stiffening (rigid body)
- SHELL_SIMPLIFIED_TWO_WAY_DIAPHAGRAM_RIGID
Finite element type: shell. Transfer of loads: Simplified (trapezoidal and triangular method) two-way, full stiffening (rigid body)
- SIMPLIFIED_ONE_WAY
Finite element type: none. Transfer of loads: Simplified (trapezoidal and triangular method) one-way, without stiffening
- SIMPLIFIED_TWO_WAY
Finite element type: none. Transfer of loads: Simplified (trapezoidal and triangular method) two-way, without stiffening
- SIMPLIFIED_ONE_WAY_DIAPHAGRAM_FLEXIBLE
Finite element type: none. Transfer of loads: Simplified (trapezoidal and triangular method) one-way, partial stiffening (in XY)
- SIMPLIFIED_TWO_WAY_DIAPHAGRAM_FLEXIBLE
Finite element type: none. Transfer of loads: Simplified (trapezoidal and triangular method) two-way, partial stiffening (in XY)
- SIMPLIFIED_ONE_WAY_DIAPHAGRAM_RIGID
Finite element type: none. Transfer of loads: Simplified (trapezoidal and triangular method) one-way, full stiffening (rigid body)
- SIMPLIFIED_TWO_WAY_DIAPHAGRAM_RIGID
Finite element type: none. Transfer of loads: Simplified (trapezoidal and triangular method) two-way, full stiffening (rigid body)
- SHELL_ANALYTICAL_FINITE_ELEMENTS
- MATERIAL
Name of the panel material.
- Name
Name of the panel.
- AREA
Area.
- VOLUME
Volume (if it exists).
- STRUCTURAL TYPE
Structural type
The following results for the argument are available:- BEAM
- COLUMN
- SLAB
- WALL
- UNDEFINED
- NUMBER
Number of the panel.
- NODES
Nodes selection for the panel.
- PARTS_COUNT
Number of parts in the panel.
- GEOMETRY_TYPE
Geometry type of the panel.
The following results for the argument are available:- NONE
- POLYLINE
- CONTOUR
- ARC
- CIRCLE
- INTERSECTION
Panel no.
The following input methods are available:
- Number - Type an integer.
- Cell address - select or type a cell address (for example A1) which the data will be loaded from.
- Graphical selection - select this option in the dialog or type "@".