Blast loads from high-energy explosives, either accidental or intentional, are rare but may be a structural design requirement. These dynamic loads differ from standard static loads due to their large magnitude and very short duration. A blast scenario can be carried out directly in an FEA program as a time history analysis to minimize loss of life and evaluate varying levels of structural damage.
In RFEM and RSTAB, you can add a comment to model objects in the graphic. When inserting a comment, the origin of the current work plane automatically jumps temporarily to the same plane in which the comment is placed. This prevents comments from being accidentally placed very far from the object.
In order to consider inaccuracies regarding the position of masses in a response spectrum analysis, standards for seismic design specify rules that have to be applied in both the simplified and multi-modal response spectrum analyses. These rules describe the following general procedure: The story mass must be shifted by a certain eccentricity, which results in a torsional moment.
When accidental torsion is considered in the RF-/DYNAM Pro - Equivalent Loads module, the module exports two load cases for each eigenvalue: one with positive torsional moment, the other with negative torsional moment. The generated equivalent loads themselves do not differ in these two load cases.