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hello. just a quick question. i installed my student version of the rsa but i have been having trouble finding the option to change the language. i installed it in portuguese, which is my n...
Hello everyone,
I am trying to determine the structural type of my structure in each directions X and Y by calculating the percentage of base shear resisted by walls and columns. This...
When I try to make a section selection from the database by opening database sections to get properties by using menu items.. geometry..properties..sections, I receive the following error:
...
Hello, I'm currently analysing silo for storing corn. The silo is made of S235 steel plates 3mm thick with reinforcing ribs 6mm thick, overall dimensions are 2300x2300x8700. On the attached pictur...
Hi! Where can I find how much force (in the x-axel) each highlited node is exposed to? Best regards, Lina
When i define seismic analysis type (equivalent lateral force method) , i want to define eccenticities in +X , -X direction with eccentriciies e=+5% & e=-5% RSA should give m...
Hi, Below is a diagram showing results from a "Panel Cut". It only gives global extreme values. How do I get it to give intermediate results as well similar to "local peak results", for exam...
I defined many load combinations in RSA , how can i get the maximum load combinations that give maximum stresses on the structure ?
I just run an analysis and got very weired results. Deflection is about 5mm at the end and about 6200 in the mid span of some beams ( see pic attached) I checked gemotery and relaeases and node looks...
Hello, I would like to know how can I vary my section height. Suppose I have an IPE100 (I-beam) with 2 meters length. I want it to start with 100 mm height and end with 50 mm height. When I ...