When there are many types of load definitions, it is difficult to distinguish which one each load is. If you can customize the name, it will be easier to distinguish and verify
according to GB 51249-2017, steel structure needs to do the fire calculation and corresponding design. There are more and more security reviews about fire calculation, therefore it's necessary to add these content in staad.pro.
over 1 year ago
in STAAD.Pro
1
Future consideration
Hello i would like to give a suggestion when modelling a structure and create a mesh using parametric model after generating mesh we know the beams are broken into parts depending on the mesh size, if one decides to delete the mesh, then the disin...
over 2 years ago
in STAAD.Pro
1
Will not implement
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.
In design of buildings sometimes we need to takeup tapered bracket or counterbalance supported tapered cantilever cross section
At the moment we can not design tapering cross section in staad pro connection edition
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
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
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.