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STAAD.Pro

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AutoDrafter - Allow Turn On/Off Layers

Some layers in autodrafter clog up the view of the drawing (e.g., member centerlines). It would be great if layers can be turned on/off within AutoDrafter Drawing Style Manager.
7 months ago in STAAD.Pro 0 Needs review

Add ability to show "Colour by Utilization Ratio" for 3D view in post processing workflow

It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).
about 1 year ago in STAAD.Pro 2 Needs review

Beam Orientation arrows - scale/size

In STAAD.Pro Advanced 2024, please add tool to adjust the scale (size) of the "Beam Orientation" arrows. it is impossible to distinguish from one member to another with the arrows so large.... this was an isolated view of a portion of a much large...
8 months ago in STAAD.Pro 0 Needs review

Automatically generate Image Reports

Please add an option to generate an image report for every load case. The image report are showing how the forces are affecting the structure (see attached screenshots). Currently it is only possible to manually create a screenshot for each load c...
almost 3 years ago in STAAD.Pro 1 Needs review

Buckling Curve Selection for Axial + Bending and LTB:

For the design of double angle sections, the software currently does not perform the design due to the inability to plot buckling curves. An option to manually select buckling curves for both cases should be provided to enable proper design of the...
4 months ago in STAAD.Pro 0 Needs review

Modelling and Design of tapered channel

I Need to design lot of platforms with cantilever beams. Tapered channel is easy to fabricate in plate and most economical section for cantilever conditions. Hence I request you to include this options in the staad. Moreover, tapered I is already ...
6 months ago in STAAD.Pro 3 Needs review

Provision of Effective Elastic Section Modules, Plastic Section Modules and beta values in output file while calculating bending capacity of slender member as per IS: 800-2007 (LSD)

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...
8 months ago in STAAD.Pro 0 Needs review

Inclusion of SS EN 1998-1 Seismic Action & Accidental Torsion

Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.
12 months ago in STAAD.Pro 2 Needs review

Add 75Deg had section database

in standard section data base only 90Deg hat is available, we are mostly using 75Deg hat
2 months ago in STAAD.Pro 2 Needs review

AutoDrafter - Do not show "Rigid" Member Symbol if member is a free end

AutoDrafter currently shows a rigid member symbol when a member has a free end with no other members connecting to that location. It would be great to remove these redundant symbols
7 months ago in STAAD.Pro 1 Needs review