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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi Junying Chen,What versions of STAAD and ProSteel are you using? What version of Structural Synchronizer do you have? Could you upload your STAAD model for review? 

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RE: Ram 15 installation error

At what point in the installation process does the error occur?  I assume the file unpacks OK and you get the main installation window listing the steps like so:At what step does the installation...

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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi Steve Crabtree.I used version StaadPro V8i SS6 20.07.11.50, Pro Steel 08.11.11.45, Structural Synchronizer 10.00.01.06You see the file and help me fix error.Thank you very much(Please visit the site...

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RE: STAAD Pro V8i: Dynamic load on light weight structures with tension-only...

Hi Seth, Thanks for your suggestion. I will try with the half axial stiffness solution. Thanks again, Cheng

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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi Junying Chen, What template are you using when you create a new project in ProSteel. Are you using the default AutoCAD or one of the template files setup to work with ProSteel. I had no problem...

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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi  Steve Crabtre!Thanks for answer my question.When I import the model into autocad appear this error . I do not know how to load the mapping file where, Can you just help me mapping file...

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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi Junying, You may have a compatibility problem with Structural Synchronizer and ProSteel. You should try installing an older version of Synchronizer and see if it fixes the problem. It would be...

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RE: Ram 15 installation error

The error occurred during the installation of Ram Structural System 15 itself. I have no previous RSS or any other Ram products installed. But I have other Bentley products installed, like Staad, RM...

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Ram 15 installation error

Win7 x64 SP1 Ram 15 x64,An error occurred during the installation of assembly 'Microsoft.VC90.ATL,type="win32",version="9.0.30729. 6161",publicKeyToken="1fc8b3b9a1e18e3b",processorA...

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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi  Steve Crabtre!I think that the problem is about this (see picture below).. Do you have any idea to change the link path of this? Thank a lot.

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Can not found the section in Proteel from STAADpro through ISM.

HiI did export from Staadpro to Prosteel by ISM. Then i create a New From Repository in Prosteel but something wrong happen. That is system said that "Can not found the section" , (you guys can see...

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Treat Envelope as an load case

Hi everyone, I am working on STAAD.Pro load combinations which is normally done as: 1 Dead load (DL)2 Live load 1 (LL1)3 Live load 2 (LL2)4 Wind load +X (WLX+)5 Wind load -X (WLX-) 6 COMB1...

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RE: Can not found the section in Proteel from STAADpro through ISM.

Hi All Anyone know this error , can help me? I really appreciate.

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STADD.Pro V8i - Direct Analysis Method AISC 350-05 / 10

Dear Bentley,STADD.Pro V8i uses  reduced stiffness for Direct Analysis Method AISC 350-05 / 10. As per AISC 360-10 page 16.1-280 (see attached picture below), the reduced stiffness should be used for...

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RE: OFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED

Please go to the - Select menu > By Missing Attributes > Missing Elasticity, this will highlight the members whose E value is not defined. Please provide the corresponding E values in the input...

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OFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED

HI ,I am new with staad, so ur small help will also favour to me, I am using staad for analyzing skid, but there is two layers of stiffners connected to main beam(W24x55), for this I made parallel...

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RE: Offset vs. Rigid type of Master/Slave

Thank you for your comprehensive reply.According to your answer, what I understand is that as long as the connected node of the supporting element is the same, the results would be the same for both...

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Offset vs. Rigid type of Master/Slave

Dear All,Reference to this topic http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/43424. It’s mentioned that in order to achieve the analysis model for the below...

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RE: Treat Envelope as an load case

You may try adding Reference Load cases rather than creating primary load cases and use them to create primary load cases. The primary load cases then can be used for the creation of load combinations.

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RE: OFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED

Can you please upload the model?

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