May you please improve the design of foundation of parametric wall in RCDC,lets say if i want my footing size to be 1500mm by 300mm depth,but the left side i want it to be 400mm from centre of wall and right side to be 1100mm from centre of wall,currently...

It would be better to have Translational repeat for inclined planes too in addition to X/ Y/Z with reference plane or nodes. It is good for adding members or frames from inclined plane to same inclination plane

Worley NZ, van Tonder, Gideon (New Plymouth) < Gideon.vanTonder@worley.com > has requested for Projected Area loading for plates just like we have for members.

May you please include the design of waffle slab, ribbed slab and flat slab in rcdc

Currently after run analysis we can see the status of design in postprocessing. If fail design appear, now we have to edit and rerun all model and check if edition is good or not. When only 5~10% of members fails, and in large models, this is very time...

May you please update the design of Slant beam in RCDC,as you may have a building has a certain slope from one grid to another

Currently, STAAD.Pro only has options for generating Response spectra loads as per Eurocode. Users have requested to implement Eurocode for Static seismic cases as well.

Edit Auto Combination Rules is a very powerful tool when it comes to generate load combinations but has its limits specially when I include orthogonal, dynamic, and many other load combos. My idea would be a name/title editor of cases inside Edit Combination...

Dear Staad Users, iam presenting an idea to you so that we can vote and enable Staad Technical Team to take our request and work on it in upcoming Updates. As we know in R.C structures we may need to provide holes in beam for service purposes. Iam...

Provide an option for plate out of plane results to be viewed using global shear. Having the out of plane shear per unit length is helpful for determining if the plate width needs to be increased to meet the demand. Using the RC designer is to check shear...

When we are assigning ISMB 400*450 Box Section (Double Profile) while designing in Code IS-800-2007-LSD , Members are not able to design & Error coming. Kindly resolve the issue.

Include the option to model, design and analyse waffle slab in RCDC/Staad Pro

Currently when you do the intersection of two beams, STAAD finds the intersection without taking into account any offsets the beams may have. The result is you have to manually move the node at the intersection if offsets are involved. This is maddening...

1. Connection Tags view - this window should have "on the top function" To be above the other windows when user click the member or node. 2. Connection Tag Check Results - this window should be " expandable". 3. Check Connection Tags ...

Having the option to initiate Steady State Analysis through the GUI will help avoid command syntax errors and enhance user experience

I am recommending that the same software engineers that is responsible for producing the detail drawings for RCDC should be responsible for producing the drawings for Staad Advance Foundation Design. The Detailing drawing designs in Staad Advanced Foundation...

The way like STAAD physical has it now allows to create only one by one panels with pressure redistribution only in x or Z direction. Just inclined members in the attached sketch cannot be loaded with parallel or perpendicular directions. Also it not...

hi When you importing portal frame building in to RCDC for design concrete footing,display column is missing in RCDC,becuase columns are steel,make RCDC read for design footing thanks in advance

. The automatic generation of wind load should be made available to Indian code also apart from American code.It will save lot of time in analysis and manual calculation. REGARDS, ATUL

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user friendly...

I think that the numbering on Load Group, Primary Load Case and Load combination spreadsheet should be costumizable. This is very important when dealing with several design parameter and/or analysis load groups. Is this possible?

Allow offset to be changed in dialog that appears when double-clicking member similar to how Beta angle can be edited. Sometimes I may have over a hundred offset commands. If I need to change the offset of a particular member I have to step through all...

Now current Mexican LRFD code included in STAAD.Pro is from 1987. The current version 2017 or newer is needed.