The calculation diagram monitor can be used to display and animate nodal result diagrams (over time or over load increments).
The calculation diagram monitor can be open while still having access to the program itself.
Calculation Diagram Monitor

This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.

The weld stresses between surfaces can be determined using the Stress-Strain Analysis add-on in RFEM 6. Furthermore, the stress limit determined according to the applicable standard can be input to determine the stress ratio of the weld. This article focuses on the fillet weld design according to AISC 360-22 [1] with two examples from AISC Volume 1: Design Examples [2].

According to AISC Design Guide 9 Section 4.1 [1], the following torsional stresses must be considered for open cross-sections subjected to warping:

This article shows how to manage the input data for member and surface design configurations within the Stress-Strain Analysis add-on.

Get a better understanding of the stress distribution within member cross-sections by using clipping planes.

The deformation process of the global deformation components can be represented as a movement sequence.

In the Stress-Strain Analysis add-on, you can use the option to specify sign-dependent limit stresses by stress component.

The results of solid stresses can be displayed as colored 3D points in the finite elements.
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