Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
I have a girder grid with members in the X- and Y-directions. After applying a load using the "Load Distribution" surface type, the members are only loaded in one direction. How can I load all the members?
Where can I find the determined support forces for the crane runway girder? At the bottom flange of the crane runway girder or in the shear center of the cross-section?
I would like to connect a column rigidly to a girder flange. However, in the RF‑/JOINTS Steel - Rigid add-on module, beams are always connected to a column flange. How can I create a continuous beam?
For a calculation, I activated the "Detailed Calculation" option. Have the support loads already been specified with the reduced dynamic coefficient for the design of the substructure?
I have defined springs on the upper chord of my crane girder laterally. Now, the allowable deformation is calculated according to the distance of the springs; how can I change it?
What does the design information mean: Geometry error left side: End plate of the girder: Lambda2 >1.4 Column flange: Lambda2 >1.4 I cannot find an explanation in the manual or online.
I would like to calculate a hall frame with loads from a crane runway. It is not quite clear to me what the various action categories denote. Can you explain it to me?
I would like to superimpose two moving loads: Moving Load 1 stays at position 0.0 m and Moving Load 2 runs once over the entire beam. Then, Moving Load 1 stays at 0.2 m and Moving Load 2 runs over the girder again. Is this possible?