The floor loads in dead and live load cases are shown in some default scales. We can change the scale manually but it does not stay. Whenever the different load items from different load cases are selected the scale get reset. The user defined sca...

Star Angle configurations are widely used in industrial structures where significant Moment of Inertia is required in both axes. Enable a "User Property to Table" option for Star Sections similar to the existing Wide Flange/I-Section templates.

Current Problem: In large-scale models, the output file generates a significant volume of data. Currently, Errors are clubbed together with Warnings and Notes/Messages in a single list. When dealing with complex structures, it is extremely difficu...

When using IS800:1984 (WSM), the Yield Stress (FY) is correctly published and displayed in the Property Tab when clicking on an individual member. However, when performing LSM as per IS800:2007, this information is no longer available in the Membe...

Enable member selection based on width criteria in addition to the existing depth criteria. Introduce new design parameters (e.g., BMAX and BMIN) that allow the software to filter the sections that meet both depth and width constraints simultane...

For LRFS systems add checks for plastic sections as per table2 for each of the component, column beam strength ratios as per section 8.2 at different levels by considering actual Pu/Pd ratios etc & other relevant clauses.

The requirement of Ax and Ay data is necessary when a profile is created using the General Section option. This option was available in STAAD.Pro 2022 and earlier versions. However, the same option is not available in STAAD.Pro 2023, STAAD.Pro 202...

The current elevation of the taper member in a Member Property (Member Query) dialog, only displays a single cross section. Initially this was at the end of the member, but has recently been changed to show the average (i.e. centre section) profil...

Presently Steel AD shows the tapered section with the average width and average depth. The weight calculation is based on average dimensions. tapered section are denoted as * in the material take off list.Here the ask is to draw the tapered sectio...

When the Junction formed between beams > diameter of circular column.Referring to the attached STAAD Model, initially none of the slabs are not getting identified. When we change the diameter of circular column from 400mm to 500mm or even 425mm...