It would be useful to be able to a universal setting for different colors for different range of utilization ratios in the model to visually inspect. Right now they are only File Specific which means I will have to manually change the utilisation ...

the software need to design water tank with ACI code in RCDC,so we hope to add Aci code to it.

STAAD cannot report Beam Results in the Global Coordinate Systems in the UI Results Table. However, it is capable of printing Member Forces using the Global Coordinate System to the Analysis Report. This hinders downstream processes that require t...

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...

for site engineer ,it is useful to understand calculation report.as input parameters added in the calculation report, it is benefit for checker to review. eg. beam section ,column section ,steel strengh ect.

Engineering work flow requires quick visual assessments of results and modification of structural models until a satisfactory solution is achieved. Hence, as part of the time saving ideas for reviewing structural models, May I suggest that the Wor...

Many codes, particularly IS 1893 part-2 and IS 3370 part-2, the RCC elevated/underground water retaining structure should be analyse and design in "TANK ENPTY" and "TANK FULL" both of the conditions, but staad pro seismic definition whether it is ...

easy way to find the section properties . Also all the flange width and thickness and web depth is coming except web thickness

In India many Columns are made with 4 leg of angle with lacing of rod or angle(built-up) STAAD have option of design back to back but it is not have front to front angle configuration