Load type only affects the ANN model (it has no effect on MVLR). "Column stiffeners" is interpreted differently by each model, matching each one's own source code.
Column
Beam
End-plate
Bolts
Lengths in mm, stresses in MPa. fu for the column and fy for the beam are shown for reference ā the MVLR model doesn't use them. To use a different section table:
Connection geometry & assembly
Member lengths and the intermediate row spacing for the 6-bolt layout are schematic. Section dimensions, end-plate edges and bolt gauge follow the inputs.
