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Load Cases/Combinations
Select
a desired load case, load combination or envelope case.
Click
to the right
to enter new or modify existing load combinations. (Refer
to "Load
Cases / Combinations")
Step
Specify the step for which the analysis results are to
be produced. The Step is defined in geometric nonlinear
analysis as Load Step, and additional steps are defined
in the construction stages of highrise buildings or heat
of hydration analyses.
Note 1
The Construction Stage applicable for the output of the
construction stage analysis is defined in Select
Construction Stage for Display or Stage Toolbar.
Note 2
When pushover analysis is performed
for a structure containing Plate, Plane Stress or Solid
elements, the pushover analysis results for Plate, Plane
Stress or Solid elements can be produced by 'Steps'.
Plate Force
Options
Local: Produce the contour
representing member forces per unit width in the plate
element local coordinate system.
UCS: Produce the contour
representing member forces per unit width in the User-defined
Coordinate System for the plate elements placed parallel
to the x-y plane in UCS. If UCS has not been defined GCS
is applied.
Element: Display the
contour using the internal forces calculated at each node
of an element.
Avg. Nodal: Display
the contour using the average internal nodal forces of
the contiguous elements sharing the common nodes.
Note
Avg.Nodal does
not consider the simultaneity for the load case in which
maximum member forces are displayed about all elements
such as Moving Load Case, Settlement Load Case and Time
History Load Case.
Avg. Nodal Active Only:
Execute Avg. Nodal for only currently active elements. |
Components
Select the desired internal force
component among the following:

(a) Forces
per unit length due to in-plane actions at the output locations

(b) Moments
per unit length due to out-of-plane bending actions at the output
locations
Output of plate elements forces per unit
length
Fxx:
Axial force per unit width in the element's local or UCS x-direction
(Perpendicular to local y-z plane)
Fyy:
Axial force per unit width in the element's local or UCS y-direction
(Perpendicular to local x-z plane)
Fxy:
Shear force per unit width in the element's local or UCS x-y direction
(In-plane shear)
Fmax:
Maximum Principal Axial Force per unit width
Fmin:
Minimum Principal Axial Force per unit width
FMax:
Maximum absolute Principal Axial Force per unit width
Mxx:
Bending moment per unit width in the direction of the element's
local or UCS x-axis (Out-of-plane moment about local y-
axis)
Myy:
Bending moment per unit width in the direction of the element's
local or UCS y-axis (Out-of-plane moment about local x-
axis)
Mxy:
Torsional moment per unit width about the element's local or UCS
x-y plane
Mmax:
Maximum principal bending moment per unit width
Mmin:
Minimum principal bending moment per unit width
MMax:
Maximum absolute Principal Moment per unit width (Larger magnitude
of Mmax and Mmin)
Vxx:
Shear force per unit width in the thickness direction along the
element's local or UCS y-z plane
Vyy:
Shear force per unit width in the thickness direction along the
element's local or UCS x-z plane
VMax:
Maximum absolute shear force per unit width (Larger magnitude
of Vxx and Vyy)
: Display the combination of bending
moment (Mxx or Myy) and torsional moment (Mxy).
Note. Wood-Armer
formula for skew reinforcement
Fvector:
Representation of maximum and minimum principal force directions
and the larger absolute magnitude at the centers of plate elements
Mvector
: Representation of maximum and minimum principal moment directions
and larger absolute magnitude at the centers of plate elements
Vector
Scale Factor: Drawing scale for the vector diagram

(a) Force
per unit length due to in-plane behavior

(b) Moment
per unit length due to out-of-plane behavior
Type of Display
Define
the type of display as follows :
Value Option
Select an option to produce the absolute
maximum value or the force at the center.
Max:
Display the absolute maximum value among the forces of a plate
element.
Element
Center: Display the force at the center of a plate element.
Batch Output Generation
( , )
Given the types of analysis results
for Graphic outputs, generate consecutively graphic outputs for
selected load cases and combinations. A total number of files
equal to the products of the numbers of checked items in the three
columns of the dialog box below are created. (Details...)
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