![]() ![]() The fact the load is not changing doesn’t mean that the structural response is linear! All sorts of fun things can happen! If the load is high enough it can cause buckling, yield and all sort of other cool things.Still, structural response changing in time is an option in static design. Engineers usually view such analysis as more specialistic, and not “simple static”. Structural response to the static load CAN differ in time (you know, things like creep, relaxation, etc.).The load is not changing in time – it is just there… and that’s that!.This means that the way you apply the load has no impact on structural behavior. ![]() Solver assumes that this is happening extremely slowly. It doesn’t matter how you apply the load.If you want a slightly more scientific description, this more or less means that the load is applied extremely slowly! So slow in fact, that the speed of the load application can be omitted! Furthermore, it could have already been there those precious seconds after the Big Bang! In short, it doesn’t matter how this load “got there”, but it’s there now and it won’t change later. The basic idea is, that the load you have applied to your structure just is there. This part will be short (and slow!) because it’s about static analysis. ![]()
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