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Hi all, I'm trying to generate uniform loads and uniform moments in bars with API. For uniform loads, the member "I_BURV_LOCAL" defines if the loads values refer to the global or local coordinate s...
I'm trying to understand how RSA calculates the cracking width in slabs according to Eurocode and I have a few doubts. 1 - Is it important that the SLS combinations are "SLS:QPR" type or any...
I'm trying to read the envelope of forces in bars from robot to excel. I've made a macro that reads Fz, Fx and My in a predefined number of points of a bar for all cases. Then I analyze all...
I'm trying to configure RSA to analyse cracking in a slab modelled as shell. I don't see any field to define the maximum acceptable crack width (see image below). Isn't possible to define that valu...
In a structure like the image below, I am getting strange results in story forces. Apparentely, RSA is calculating the forces for story 3 including the forces from story 4. Is this the expected beh...
RSA displays the inter-storey drifts calculated with the displacements of the gravity center points of the storey slabs. When a building has important seismic torsional effects, it's necessary to ca...
Using the NZ code, it's possible to define a minimum base shear in a seismic load. RSA scales the results until the total base shear (sum of the base shear in X and Y directions) equals the imposed ...
I want to import the selected node numbers in RSA to Excel with API.
I made the code below but I'm getting diferent node numbers than expected.
Any help would be apreciated.
Thanks in advance. ...
I want to change the sense of local Z axis of a panel using Robot API. I've searched the API help and I didn't found any method to do so. It has a method to define the local X axis but not the Z ax...
I'm trying to understand how RSA handles the reduction of the moment of inertia factor (*Ig) in shells. The documentation refers that this factor "allows reduction of elements of the bending inertia...