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I have studied the critical moment that Robot uses a little deeper and I need an explanation to the attached simple example: A beam with 4 supports gets a much lower Mcr when it's connecte...
I have lost all the definitions of timber member types in a project. Theres many definitions so I hope there is a way to get them back. The members still have the definitions types but the definition...
I'm analyzing a concrete slab. With a live load of 20 kN and a load area of app 4,9mx6m the load on a column should be about 590 kN but the reaction according to Robot is only 180 kN. Also in the re...
I'm trying to add a live load with the subnature "crane" to the combination regulations. But it's not working when I'm trying to generate the manual combinations. If I exclude this new type of live ...
I'm working in "Building design" and suddenly it wasn't possible to view the model in any other way than in 2d xy. The view cube has disappeared and the icons to rotate the view and look att it in 3d...
I tried to calculate a beam with a tapered section but the box "Use tapered section" is not available. Is it not available with EK or why is it not possible to choose?
I have a model in which the results randomly becomes very inaccurate. I have had different therories to try to understand why this is happening but I have run out of ideas,. The Pictures show example...
I want to design a timber beam but there is no member types for timber and I can't create a new. (No dialog box appears when I click on the "New timber member type definition".) How can I fix this?
I'm analyzing the stresses around a hole in a big steel beam and I have modelled the beam with steel panels. I'm not sure I understand the "map results" parameters tab correctly. I assumed that the "...
I have a compound section consisting of two angles as in the picture below. The code check for buckling is done for the red and green y and z_axes in the picture.
Is it possible to get the code che...