The post-processor can automatically create load combinations in accordance with specified design standards. You may conveniently specify additional load combinations or modify existing combinations. Beam Diagram permits displaying forces in and moments about both strong and weak axes simultaneously. By switching the Type of Display, we can obtain the results of reactions, displacements, forces and stresses in Graphic Output.

Changing Type of Display can produce various forms of Graphic Output. Using the Mirrored function, the results of the entire model can be produced based on the analysis results of a 1/2 or 1/4 model. Practically all the results can be animated, namely, mode shapes, time history results of displacements and member forces, dynamic analysis results and static analysis results. Batch Output Generation offers the capability to consecutively construct and produce specific Graphical Output for a number of load conditions.

Auto-generated load combinations extracted from the database for a
reinforced concrete design standard

Detail analysis of a cable anchor modeled with plate elements. The stress contour
shows the stresses at the top and bottom of the plate elements simultaneously.




Contour of combined stresses of beam elements in Banghwa Bridge

Von Mises stress Contour of a main diaphragm at a structural
steel box girder bridge support

Iso-Surfaces of equal stress distribution due to heat of hydration at a bridge pier cap

Principal stresses on specified sections (Cutting Planes) of a PI type bridge pier





Section stress results using Beam Detail Analysis function

Max. & Min. principal stress vectors of a tunnel access lining

Results of a buckling analysis of a large Crane Girder
(Buckling modes and Critical load factors)




Heat of hydration analysis for a pier cap of a prestressed concrete box bridge
(Animation of stress distribution and the graphs of temperature and stress
changes varying with time)

Moment Envelope of a structural steel box girder due to a number of load combinations

Results of an influence line analysis and the location of a moving load that produces the maximum member forces in a composite structural steel bridge




Results of a moment influence surface analysis of a 3-span slab bridge

Verification of negative moments due to a moving load along a Cutting Line of a slab bridge

Screen showing the displacement contour and Tooltip, which provides detail analysis results of a structural steel box girder bridge