There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.

Currently I need to cut a line or plane at the base of a masonry shear wall in order to determine the in-plane bending moment. However, that effort produces the total moment for the entire cut. It would be more convenient if I could just click on ...

currently if anyone need to add the beams in group definition, all the beams including existing added need to be selected. if new beams can be added without selecting existing beams, it will be easier

In load data page when you select any specific UDL or point load, then the UDL or point load associated beam and node shall be auto selected or highlighted. this will help to identify if load applied is at right location or not

While generating Report, Company Logo needs to be changed for every project, that is a tedious practice. The changes should be permanent and for company.

We request to at the OpenSTAAD function to renumber Nodes just like we do with beams.

Within the Annotation Menu, could you include Plates Stresses & Nodal Forces ? This will be very useful to display specific plate /nodal results during compilation of Structural reports. Given that the contours only show a range of values. Thi...