Hello,
The teddy-example “B7.9-Wommelsdorff_Rechteck.dat” suggests there is a method to make the design of a concrete beam using the module BEAM with loadcombinations that were previously constructed with MAXIMA.
When I adapt the code as underneath,
The report gives indeed similar results but, it is no longer possible to view reinforcement layers within WINGRAF.
Should I adapt something else?