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STAAD results query about EC2-2004
I have designed a concrete beam per EC2-2004 in STAAD.Pro.But I have some query about the results.I have noted the query in...
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RE: Set of Elements beign split in two
You can try merging the properties using the method mentioned below:
View ArticleRE: STAAD Issue：Exception[access violation]Raised! Aborting Analysis.....
Change the SET NL 900 to a smaller value, say SET NL 50 and the analysis should run fine.
View ArticleSTAAD Issue：Exception[access violation]Raised! Aborting Analysis.....
When I perform analysis, there is a error:Exception[access violation]Raised! Aborting Analysis.....I have added the command MEMORY 120, but the error can't removed.So, how to deal with this issue?STAAD...
View ArticleRE: Set of Elements beign split in two
I'll show you an example. In my code, I have a set of beams with some releases assigned:2691 2693 2695 2697 2700 TO 2709 2715 2722 2726 2734 TO 2739 2744 2766 2767 - 2770 TO 2777 2780 TO 2783 2786 TO...
View ArticleRE: load cases grayed out
Thanks Seth. It worked but in order to get forces in moment frames I had to delete the parallel shear wall, otherwise the shear wall takes all the applied loads. Is there a way where I can distributed...
View ArticleRE: load cases grayed out
Yes, if you are using a flexible or pseudo-flexible diaphragm then you can apply whatever load, or percentage of the load you like to each frame or wall. Use frame numbers in the pseudo-flexible case.
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RE: RAM Concept - doesn't show reactions on point springs under mat foundation
You have to use Standard Context. See this:
View ArticleRAM Concept - doesn't show reactions on point springs under mat foundation
Hi,I have modeled a piled raft with the piles modeled as point springs and soil with area springs. For some reason I can not get the results for the point springs as Plot settings - reactions - spring...
View ArticleRE: Set of Elements beign split in two
Hi David,This is a limitation in STAAD.Pro. Any LIST command can hold up to a certain number of entities. When the file is saved using the GUI, the commands are written in the command file in such a...
View ArticleSet of Elements beign split in two
Hi,Some sets of beams on my code are being split in two. For example, I have a given property assigned to a set of beams, and when I process the code or I close STAAD Pro, this set of beams becomes two...
View ArticleRE: Deflection check on Pitched Roof & flat roof
The reason you are getting the deflection failures for the pitched portal is that, STAAD.Pro is connecting the nodes DJ1 and DJ2 by a straight line and calculating the deflections of the pitched member...
View ArticleDeflection check on Pitched Roof & flat roof
Dear ,Currently I am working on the shed having dimension of ( L=26.5m, B=22m & H= 20.5m) .I am facing Problem to check deflection for the roof member having length of 22 meter ( column to column)...
View ArticleRE: Concrete shearwall design & ACI 318-11 section 21.9.2.1
Please take a look at the program manual, RamConcreteShearWall.pdf, Section 7.4 Reinforcement Ratio Limits for some details on how we check ACI 318-11 Section 21.9.2.1. If that does not answer your...
View ArticleConcrete shearwall design & ACI 318-11 section 21.9.2.1
When checking the minimum distributed web reinforcement ratio for a concrete wall under ACI section 21.9.2, reducing the minimum ratio for vertical and horizontal steel is allowed when Vu is less than...
View ArticleRE: Footing height below grade
Which program are you asking about (Ram Foundation, Ram Elements, STAAD Foundation Advanced)?
View ArticleFooting height below grade
So I'm not sure what I should use for the height of the footing below gradeI tried to search for some answers but I had no luck or probably because I didnt fully understand what they meant so if...
View ArticleRE: RAM SS: Walls Offset from Column Centerlines
Thanks, Karl. We were using the columns at each end trick outlined in the linked article. However, will the wall interact with the columns as intended if they are placed offset along construction grids?
View ArticleRAM SS: Walls Offset from Column Centerlines
I'm creating a building model through importing geometry from AutoCAD and making modifications where needed. I'd like to develop for myself a procedure for the most effective way of doing this and...
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