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Would anyone please tell me why the reactions in the attached staad file is...

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Can I Design a structure consisting both concrete and steel??

I want to analysed a frame / model consisting both steel as well as concrete. But my steel members are showing "FAIL" during analysis. Can somebody help me with my file/model  !!!!!!!!(Please visit the...

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Biaxial Column Bending

Hi Everyone,Can Staad be used to design columns subjected to biaxial bending, and if so how can this be done?Thanks

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Time History analysis with cable Members

Hi everyone, I would like to know whether staad pro supports time history analysis for structures with pretensioned cable members and whether the does the mode shape and natural frequency calculation...

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RC Column Design Results

In older version of OpenStaad i used GetRCColumnDesignResults to get the As value of the Column.Now i am unable to do that.Can anyone help me regarding that

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WARNINGS ON TRUSS

          GOOD EVENING. how can I resolved this problem?    at coordinates:        1.9091E+00  1.2273E+00 -1.1000E+01 ignored.thanks for the help! :)

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STAAD: How to Implement concrete cracked section on Shear walls modeled as...

Good morning,ASCE 7-10, Section 12.7.3 requires that stiffness properties of concrete elements shall consider effects of cracked section. I understand that one way to do this is use an E (modulus of...

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STAAD Foundation

Hi guys,now i am doing a combined footing model on staad foundation and there is always an error say " ERROR: FOOTING MAXIMUM THICKNESS EXCEEDS FOOTING EMBEDMENT DEPTH. PLEASE MODIFY INPUT. "any one...

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Analysis Will not Run- Possible Syntax Error

Hello, I had a model previously created and it ran with no issues. I needed to add to the model and when I try and run it, the "STAAD Analysis and Design" window immediately pops up and it gives me an...

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About a function in openstaad - "RemovePropertyFromUPTTable"

Hi, everyone, I want to use Openstaad API to manipulate user provided table in staadpro,  I already succesfully added UPT table 1 and  several sections by functions: " CreateUPTTableEx"  and...

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To Import STAAD model to SP3D

Hi, I am facing a problem in importing the STAAD model into SP3D . I have used CIS/2 file format to import into SP3D but the model was not imported. could you help me out with this?Thank you,Bindu...

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Auto load combination for General Category as per AISC

Hi, I generated auto load combination in STAAD under Category: GENERAL as per code: AISC with only Dead & Live loads. The load combinations generated are as below. Can anyone tell from where these...

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Installation of Staad.pro

I downloaded staad.pro installer. When I started installing it, why there is a full list of other software in the list, apart from Staad.pro?

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StaadPro 2003

Hi, Can I still use my StaadPro 2003 in Windows 8.1. How can I use my HASP key?

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Still facing a problem to import into SP3D from STAAD

Hi,I have tried importing STAAD model file into SP3D but i failed to import any member . I used the Auto form member option ,created the physical members and created a CIS/2 file. when i was importing...

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Load envelope cases

I have certain queries in staad pro. Is staad able to give the global moment contours for plates for all the load envelope case.

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Structural Enterprise (SELECT vs. NON-SELECT)

Can somebody shed light for my concerns regarding Structural Enterprise license?After my SELECT subscription has expired, Bentley instructed me to run the non-SELECT license. Since I purchased the...

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Orientation of custom members/geometries using Section Wizard

Hello, I am creating custom members using the section wizard (i.e. channel member and T member connection) and I am unsure of the orientation of this custom geometry when I input this into STAAD by...

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Section Wizard

My company has purchased a license of SectionWizard, but I can't find a download of this software. If this software is still available, then why is it so unimaginably difficult to find the loader on...

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Limcon Suggestions

Hi guys,many times when checking  connections, Limcon will indicate that the connection is not good, but the no compliance can easily be corrected by adding a stiffener or a reinforcing plate to a web...

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