It'd be nice to be able to use the take-off command on plate elements. Similarly to beams where the take off give the section, length, and weight. Having the take off give thickness, area, and weight would be really helpful.
almost 3 years ago
in STAAD.Pro
4
Future consideration
Calculation of Stability index Q as per annex E of IS456
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 ...
over 1 year ago
in STAAD.Pro
4
Future consideration
OpenSTAAD Function to Retrieve the Id (Not GUID) of a Parametric Surface
As most of the functions exposed in OpenSTAAD uses the surfaceId to target a specific parametric surface, a function to retrieve the Id of the parametric surface by specifying it's name will be essential. I tried using the existing function GetPar...
OpenSTAAD Function to Retrieve all Existing Parameteric Surfaces' Names
Usually we start creating the parametric surface mesh by assigning a name. However, there will be situations where we need to clear all the existing mesh definitions and then start afresh. It will be much helpful if there is a function in OpenSTAA...
implement front to front angle configuration in STAAD
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
If the slenderness ratio meets the requirements, but its normalized ratio is not shown in the utilization table, can the slenderness ratio be added to the utilization table, which will help the designer to understand the condition of the member.
Non linear time history analysis still not implemented in staad pro for different types of structure like residential, industrial structure etc, kindly add non linear time history analysis in staad CE as it gives realistic and more conservative an...
almost 3 years ago
in STAAD.Pro
2
Future consideration
Can we combine the Bending & Shear Diagrams in a single query?
Can we have a single query where we can have both the Bending Moments, and Shear forces can be sketched in the query report? adding the Deflection Diagram would also be an added advantage.