OpenStaad VB.net array question
Hello, as far as i know openstaad commands are for VBA , im also trying to work it under VB.net, most of it working fine but only array filler commands doesnt . What i mean is;Dim EndForces(5) As...
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RE: Staad Pro Base Shear
The program does not display horizontal base shear in GUI but it reports the base shear in the output file as shown below:
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RE: Changing the Header of the STAAD report.
Try the following solution: Click on START> Run> type in “regedit” to open registry editor. Go to HKEY_CLASSES_ROOT>STAAD.Pro> 2007 You can find a string “UserName” right click on it and...
View ArticleChanging the Header of the STAAD report.
I want to change the header in the STAAD report and customize it. Specially the part where "Software licensed to" is written. Kindly help.
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RE: Null base pressure
You have lateral loads in the model which will cause uplift in the model which will cause uplift as you can see -ve base pressure. You need to control the uplift. However, you can see the load...
View ArticleNull base pressure
hello, i am getting negative or null value of base pressure while designing under ground water tank. please give me any solution for this error. std file...
View ArticleStaad Pro Base Shear
Hi Gentlemen,Could you help me on how to display the Base Shear in Staad Pro. Tnx
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RE: Sign convention in beam end forces table
Please refer to the following link which explains the interpretation of member end forces.communities.bentley.com/.../2041.collection-of-other-postprocessing-faqs
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Sign convention in beam end forces table
hi all,could anybody explain why sign of axial load in "ALL" tab for 208 node of 18681 beam is "+", but in "SUMMARY" & "ENVELOPE" tabs " -" ? Why STAAD change sign of all forces at end node of the...
View ArticleRE: Excel VBA to Generate Joint Coordinates and Member Incidences for STAAD...
There are some Structure Wizards supplied with the software to help with basic grid structures. I see at least one VB Macro in another post that might help you otherwise:...
View ArticleRE: Incorrect results when using SPECTRUM command
It's been a while since you posted this. If you solved the problem on your own you can share with the community by replying, or we can delete it.
View ArticleIncorrect results when using SPECTRUM command
Eccentric weight of 1 MT is placed at node 18 of a structure in attached STAAD file.Eccentricity of weight is 1m.Seismic load as per STAAD output is 2.5MT.Seismic load of 2.5MT should cause moment of...
View ArticleRE: Excel VBA to Generate Joint Coordinates and Member Incidences for STAAD...
Thank you Seth. I'm quite familiar with the Structure Wizard but it doesn't run. Have you experienced writing VB Macro yourself? I'm just studying programming for this purpose (especially VBA). So far...
View ArticleRE: Excel VBA to Generate Joint Coordinates and Member Incidences for STAAD...
In the folder X:\SProV8i SS6\OpenSTAAD you will find a macro named boxgirder.vbs It contains VB code for generating nodes and plates to form a bridge deck having a parabolic profile. The number of...
View ArticleExcel VBA to Generate Joint Coordinates and Member Incidences for STAAD Text...
Hi,Is there anyone who knows how to develop an Excel Spreadsheet that asks for building dimensions (geometry); and translate these dimensions into joint coordinates, and possibly member incidences to...
View Articleopenstaad .. syntax problem
Am not able to get the node distance of between two nodes .. am a basic level programmer.. pls clarify if I have made a mistake herePublic Sub node()Dim NodeDistance As LongDim NodeNoA As LongDim...
View ArticleRE: Master-slave forces
Hey! I found your old answer and I wonder if beams modelled with much higher E behaves exactly the same as master slave function. Is it true? I have a problem when there are a lot of plates in model...
View ArticleRE: Master-slave forces
Please refer to the attached document. I hope this helps.(Please visit the site to view this file)
View ArticleMaster-slave forces
Is there a way to extract the forces passing through my master-slave relationships without interrogating the nodes they link? I have around 200 odd master slaves set up to represent the bolt locations...
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