ST3 | Steel Column Base | Update Information
The change between characteristic loads and design loads is possible now even in stored items (patch 9).
Output of rotational stiffness.
Shear transmission with profile plugs for both flanges proportionately possible.
Optimization of shear design for anchor bolts (component model).
Design of cross-recess dowels fixed.
Reduction of equivalent stress.
Smaller corrections in the output.
Vy is always defined and put out: if the component model is used, a message is displayed informing the user that no calculation will be performed for Vy.
Verification of cross-recess dowels: in the calculation of the shear stress, Vz and Vy had been inverted erroneously.
The weld thickness Aw according to DIN 18800 was not displayed correct in the dialog box
Transfer of the shear force: 90 ° rotated cross section dowel are possible
Design acc. to DIN EN 1993: Free bearing material is not possible now ( concrete only)
Reading ASCII files from the program S7 corrected
Correction to the output of load cases
The necessary plate thicknesses are always calculated on the existing fyk of the base plate.
Only if the calculationas results an unfavorable value of fyk, the necessary plate thickness is calculated on this value.