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~PR2DPRS

 

~PR2DPRS, Lab, NUM, KeyIJ, DIRKEY, - , - , N, M

Lists the 2D interaction diagram of a prestressed concrete section according to the selected direction.

POST1:Concrete Checking

Lab

Entity type.

BEAM

Beam element

SOLSEC

Solid section

CUT

Support beam cut

NUM

Number of beam element, solid section or cut.

KeyIJ

End to be considered:

If Lab = ‘BEAM’:

KeyIJ = I           I section.

KeyIJ = J          J section.

If Lab = ‘CUT’:

KeyIJ = I           Left section.

KeyIJ = J          Right section.

DIRKEY

Key identifying the direction to analyze the section.

DIRKEY

Description

0

Bending in XY plane of element coordinate system (Mz Moments). (Default value).

1

Bending in XZ plane of element coordinate system (My Moments).

N

Axial force.

M

Bending Moment.

Notes

- If N and M are defined, they are considered; if not, the forces and moments corresponding to the selected end and active load step are taken.

Menu Paths

Main Menu > CIVIL Postprocessor > Prestress Concrete Post > Code Checking > ###### > Beam Results > Interact Diag > 2D List

Where ###### represents the active prestressed concrete code.

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