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It seems that the MATFEM problemtype is not prepared for this kind of 'normal pressure', It only has 'Uniform Side Load' with load components defined in global x,y axis or 'Point Loads' with force components also defined in global x,y axis The only way to simulate it is for example manually assign ...

Hi everyone, I am calculating a curved beam with a radial internal pressure with MATFEM, however when wanting to apply linear stresses, they can only be applied in x or y .. does anyone know how I could apply radial pressure ???