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STAAD.Pro Ideas Portal

Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

You have 3 options for providing feedback:

  1. Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.

  2. Comment on an existing Idea. We want to hear your unique point of view.

  3. Add a new Idea. If no existing Idea describes what you would like, add a new one!

When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!

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All ideas

Showing 504 of 504

include MERGE NODE, CONNECT BEAMS & COLLINEAR BEAMS under Node Tools

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...
Dani Paul over 2 years ago in  1 Future consideration

Copy / Move Radial Nodes

Problem: For circular structures, nodes are radially located about a common center. Moving or copying nodes becomes a problem in that X and Z coordinates have to be computed. Or they have to be located / generated by a circular repeat command. Sug...
Guest 4 months ago in  4 Needs review

Allow an option to include Failed Member list in the report even when there are no failed members

In the new 2023 version, the new report builder doesn't allow you to include the failed member list when there aren't any failed members. v22 did allow for that and would report there are no failed members. Which was an easy concise way of saying ...
Dallin STRONG over 2 years ago in  1 Future consideration

shear lug can bear trnasversal & longitudinal direction shear at same time

now, shear lug can only bear trnasversal or longitudinal direction shear. hope it can bear both direction shear at same time.
Guest 4 months ago in  0 Needs review

TO ADD DOUBLE ANGLE FRONT TO FRONT SECTION IN DATABASE

WHILE CREATING A LATTICE FRAME WE NEED TO OPT FOR TWO ANGLES APART FRONT TO FRONT, BUT AS OFF NOW STAAD ONLY PROVIDES DOUBLE ANGLE WITH BACK TO BACK CONFIGURATION AND NOT FRONT TO FRONT, THUS IT IS REQUESTED TO ADD UP DOUBLE ANGLE SECTION WITH FRO...
Guest about 1 year ago in  0 Needs review

Reintroduce report filtering option for "Max Forces by Property". (Filtering should apply to all items)

Reintroducing filtering "Max Forces by Property" to include by "View" and by "group", allows max member forces for selected members to be extracted simply & quickly. These max member forces can then be used in separate detail connection calcul...
Guest 4 months ago in  0 Needs review

Additional User Control of Angle/Double Angle User Steel Table Specification

The issue here lies with the Angle / Double Angle User Steel Table Specification inputs - unlike the "Tee" input dialogue box where the user can specify the Cross Sectional Area (Ax) - the Double Angle input auto-calculates the area based on the a...
David Ghattas 4 months ago in  0 Needs review

Auto load combination for IS 802 part 4

It will be better is auto load combination for following IS codes, IS 802 Part 1/Sec1 2015 - Clause 13 - For Transmission tower Design IS 802 Part 4 2023 - Clause 13 - For latticed switchyard structure Design As of now only design code of IS 802 i...
Pandiaraja Veluchamy about 1 year ago in  0 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...
Rashmi Ramachandra 9 months ago in  0 Needs review

In wind load generator, please incorporate wind load in other directions such as X & Z. Also, wind load on roof truss & corners needs to be incorporated.

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...
Shubhankar Chatterjee over 2 years ago in  3 Future consideration