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Hey, I have a theoretical question. I am now reinforcing columns in provided reinforcement tab. Thing that I have noticed is that whenever I increase the cross section, loads that affect the colum...
Hi everyone, I am trying to model an L profile as if it was made of shells. The loads are applied by 2 bolts at the bottom, while it is attached to the wall (top side) by 2 other bolts. ...
Hi, i have modelled a 3D truss using the wizard and all elements of the truss are simple members. However, i am getting bending moment in the truss member under a live load case. Does anyone know how...
Hello I am stll trying to get results for the foundation slab with springs. I followed all the recomendations for this in Autodesk(auxiliary nonlinear simple cases, slab is sabilized with spri...
Hi, I just have a simple query on what does the "Moment released" option do on the truss wizard? Snapshot attached.
Hi all, I have created a mast with a hole and I have just realized that the pole is made of concrete, I am trying to change from TH30_CONCR (by default) to a S275 - 8 mm shell and is not wor...
Hey guys, maybe a dumb question, but where do I find these, mentioned, remarks in required reinforcement tab? I cannot seem to find them.
Hi All In Robot 2022 I draw a wall and I assgin a 100 kn in the x direction but the moment in xx and yy is showing zero why ?
How can I get up a table like this with geometrical properties for the different sections?
Hi everyone, can you help me, please! how can i activate the option of ''contre - platine'' in French version of post foot assembly: thanks you!