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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Showing 418

CONCRETE BEAM WITH A HOLE IN STAAD PRO

As we know in R.C structures we may need to provide holes in beam for service purposes. I am here attaching a book showing examples on the design of beams with holes. [View:/cfs-file/__key/telligent-ideas/03d5f738-7ee6-4ff2-9384-201f3d5dd0d9/Concr...
Joseph Lucas Magare over 3 years ago in  1 Future consideration

Request Omitted Data from IBC/ASCE7 Seismic Load Generator

There is no method, report, or output command available to display the "k" coefficient used by the program for vertical distribution of seismic base shear per ASCE 7-16, Eq 12.8-2. Since this value can vary with the period it needs to be reported ...
Guest 7 months ago in  1 Needs review

Function to Apply Hydrostatic Pressure using OpenSTAAD

It will be helpful if a function for applying the hydrostatic forces on plate elements either by selecting a group of plates or a selecting a single plate e.g., the PlateID and the pressure at four corners of the plate. Many a times applying the p...
Srinivasa Rao Masanam over 1 year ago in  2 Already exists

PARAMETRIC MODEL DELETE FEATURE

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...
Joseph Lucas Magare over 2 years ago in  1 Will not implement

Tapered bracket cantilever design

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
Guest over 2 years ago in  1 Needs review

OpenSTAAD Function to extract Area of reinforcement from STAAD Output.

Looking for a OpenSTAAD Function to extract Area of reinforcement from STAAD Output. I have explored the OpenSTAAD help and I couldn't able to find. If you have any solutions, please suggest.
rajendran jeysivaa about 1 year ago in  3 Needs review

Extend the Take off Command to Plate elements

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.
Dallin STRONG over 2 years ago in  4 Future consideration

OpenSTAAD function to extract plate corner stresses.

Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.
Nikolai Aasprong almost 2 years ago in  1 Already exists

Multiple design parameters results in post processing window for Indian code IS 800-2007 is requested.

This will reduce the tedious process of turning on and off each design parameter from editor file and then running the full input file again multiple times. If this can be implemented for AISC-360 then it shall be implemented for other codes also.
Guest about 1 year ago in  1 Future consideration

Beam numbering in output file of RCDC

Beam FB111 is secondary beam and beam FB347 to FB350 is primary beam. We want beam numbering reverse. Primary beam should have one number and secondary beam should split into four different numbers. We don't want group name in output file.
Swapnil Chaugule 8 months ago in  0 Needs review