RE: Can not found the section in Proteel from STAADpro through ISM.
Hi Steve. I'm not sure I used is localization user is english or New Zealand! I can see where it is. Can you help me export of my files via Prosteel by ISM , let see that is there problems as mine?...
View ArticleRE: Bridge superstructure load rating
In this example, there is no deck but in my project the deck has 7 inch thickness. Should I use a plate or not ( Plate/Generate surface meshing)? Thank you
View ArticleBridge superstructure load rating
I am trying to perform a bridge load rating (HS20) using staad pro. Could you give an example to follow?Thank you
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RE: Can not found the section in Proteel from STAADpro through ISM.
When you start a new project what template are you using or are you using an out of the box AutoCAD template?
View ArticleRE: Can not found the section in Proteel from STAADpro through ISM.
I used acad.dwt . I also tried the other template is still the same error.
View ArticleRE: Convert a Concrete Wall to an Other Wall in RAM SS
To change a concrete wall to an other wall, change the active material to "other" and then click on Layout - Walls - Change Material. After entering the appropriate material properties in the dialog...
View ArticleConvert a Concrete Wall to an Other Wall in RAM SS
Is it possible to convert a Concrete wall into an Other wall? It took a long time to add the walls into the RAM model as concrete and I would like to be able to copy the walls to a different layout and...
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RE: OFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED
The E value you used was not consistent with the units you used. For unit of KN mm the E should be modified as shown nextDEFINE MATERIAL STARTISOTROPIC STEEL*E 2.05e+008E 205…I noted that you specified...
View ArticleRE: RAM Concept model not exporting back into RSS
Seth, in step 3 above you mention it is possible to edit the loads in Concept. I tried testing this by doubling the live load within concept on a simple model that was set up in SS. The column forces...
View ArticleRE: Uniform Member Force Eccentricity (d3 dimension)
Your observation is correct. If you are specifying d3, you should also specify d1 and d2 and d2 should be greater than d1.
View ArticleUniform Member Force Eccentricity (d3 dimension)
I would like to apply an eccentric load to a beam member, in order to model concrete being placed away from the centre line of the beam. I have done this by defining the dimension d3 within a Uniform...
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RE: Can not found the section in Proteel from STAADpro through ISM.
Start out by creating a new project using the PS-S6-US-CDN_Imp.dwt template shown in the screenshot above. Import the repository into the new project and see if that works for you. Here is a shot of...
View ArticleRE: RAM Concept model not exporting back into RSS
In Ram Concrete Analysis, make sure you have Criteria - Column Loads set to use the analysis results from Ram Concept for that story (or all stories). Also make sure you are using the Report - Column...
View ArticleRAM Concept model not exporting back into RSS
We have a podium floor we have modeled its general geometry in RSS. We exported into Concept from RSS, creating the link between the models. We want to be able to bring in the column moments from...
View ArticleGetNodeDisplacements not populating dDisplacementArray (vbscript)
I appear to be getting no values in my dDisplacementArray when using the GetNodeDisplacements function in vbscript. I'm not even getting zeros. I've written it as the following:Dim lLoadCase as...
View ArticleRE: Moving loads for two crane girders
Thanks Mr. Andre, follow up question,, is it necessary to split the total load path (length of gantry) with its increment?
View ArticleRE: Potential Conceptual Error in STAAD PRO when calculating Stress Ratios...
David, I looked into the issues you reported and here are my observations Regarding your query 1, this is how the ratio of 1.251 is being arrived at. The section is subjected to bending + compression...
View ArticlePotential Conceptual Error in STAAD PRO when calculating Stress Ratios per...
The STD code below is the example of a singly symmetric (top flange is greater than the bottom flange) and simply supported "I" beam subject to uniform distributed load acting downwards and also...
View ArticleRE: Can not found the section in Proteel from STAADpro through ISM.
Hi Steve Crabtree I am most grateful.
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