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Staad Run Error

Hi all,I have a huge model set with proper set NL commands and such. Yet, the model returns an error- "Error Not enough memory for reactions."I have tried all my options and the error still shows up....

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RE: Integral footbridge pile design

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Integral footbridge pile design

I am undertaking a check for a 4 span steel box girder footbridge with a curved soffit. The southern abutment of the bridge will form an integral connection with lateral and flexural displacements...

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RE: STAAD Analysis Parameters

Hi Dave, Please find the answer by following thread:communities.bentley.com/.../15603

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RE: STAAD Analysis Parameters

T-shaped sections can be cut from some of the W- shape sections as shown in the figure given below. Ct is the distance of the center of gravity of T-shape from the top flange along the local Y axis,...

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STAAD Analysis Parameters

HiCan anybody help me on this one?What is the meaning of "Ct" in section database.I tried looking in net but keep me directed to Tees cut from W-shape. Thanks.

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RE: U-frame Analysis necessary even after designing everything in STAAD?

Hi sye,Thanks a lot. Your advice of using Section wizard has worked for me. I referred your other article to learn Section wizard. I am sorry for bugging you again but there seems to be new issue here...

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RE: U-frame Analysis necessary even after designing everything in STAAD?

Also, It doesn't show properties such as Ix, HSS when imported into the STAAD as User Table! but in section wizard it shows. I am quite confused over this.

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RE: Member properties for web tapered sections in open staad.

As such there is no specific method for getting the property. However, you can use GetSectionPropertyValuesEx() passing the property reference id and a double array of size 16. The values returned for...

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Member properties for web tapered sections in open staad.

In open staad how to get member properties for web tapered I sections?

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RE: Openstaad creating listbox using vba.

Can you please elaborate on the query? It is not clear what you are desiring to achieve. If possible you may attach the code.

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Openstaad creating listbox using vba.

While creating listbox for example , for adding load envelope, is it possible to have multiple selection and adding to the selected listbox, in vba.

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RE: Shear wall analysis results

I have also noticed this problem when generating the continuous supports as well. Currently I do not know of a solution to this problem either.

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RE: Shear wall analysis results

Hi Sye, I have revisited the model to apply some of the changes you have suggested but I have encountered the following problems: 1: It can't define a more than one continuous footing for one node. In...

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Shear wall analysis results

Hi everyone,I have modeled a building containing shear walls as well as a moment frame. In modelling the shear walls I used surface entities and applied uniformly distributed loads onto the beams...

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RE: The obtrusive Connect log-in screen - let's get rid of it,please

Is it as easy as uninstalling it? We have union issues regarding this as the employees are not supposed to be tracked as far as usage. Any help would be appreciated.

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RE: The obtrusive Connect log-in screen - let's get rid of it,please

Yes, you can just uninstall it through Windows Control Panel. It gets rid of the annoying Connect thing, but it does generate an error message every time you open the Bentley software saying that it...

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RE: The obtrusive Connect log-in screen - let's get rid of it,please

Has Bentley addressed the error message or will they. The City of San Diego does not like to see any error message at all. Will Bentley address this issue?

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RE: The obtrusive Connect log-in screen - let's get rid of it,please

No worries there, if I'm understanding your concern. It's not anything that shows up on reports or output, just a message box on startup with an OK button for the user to click.

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RE: The obtrusive Connect log-in screen - let's get rid of it,please

The users don't even want to see the OK button.

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