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Ram Concept Max/Min Soil Bearing for a Single Load Combination
I understand that in the Soil Bearing Design, the Max and Min cases could be pulled from different load combinations, but when looking at a single load combination, why are there max/min soil bearing...
View ArticleRAM BASE PLATE STRAIN COMPATIBILITY
when we use strain compatibiltiy , it totally assumes base plate to be rigid .My question : 1. does that mean that there will be no prying action on bolts as in case of flexible base plate ?...
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Difference between the specification truss and Start, END MY MZ release
communities.bentley.com/.../STR_2D00_084_2D00_01_5F00_00A_5F00_200420_2800_TRUSS_2900_.stdcommunities.bentley.com/.../STR_2D00_084_2D00_01_5F00_00A_5F00_200420_2800_MYMZRELEASE_2900_.stdI have some...
View Articleconnection design workflow staad, missing Connection
Hello all, usually when I design the Connections in STAAD.pro Connection design workflow and then exist from my staad file then reopen it , i can’t find the connection I have designed. And the...
View ArticleUnity check using aluminium code
When using the aluminium code in STAAD Pro, there is no 'unity check' tab available in the postprocessing tab. Is there a way the get unity checks anyway?Thanks!
View ArticlePatterning (skip loading) of Live Loads in RAM
I have been doing some extensive reading on these forums and in the help but still don't have clarity, so please help me with a few questions:I am modeling a 4 story reinforced concrete moment frame in...
View ArticleMoving text in DXF view of RAM Connection?
Is there a way to move text and callouts in the DXF view of RAM Connection? Some of the text is on top of other text.
View ArticleInfluence line
HiHow can I do the influence line? Which software does that? STAAD PRO or LEAP BRIDGE? Thanks
View ArticleSecant pile shaft - analysis in STAAD.Pro
Hi there,I have to analyse a secant pile shaft with a capping beam ( see about secant pile here: http://www.railsystem.net/secant-pile-walls/). Every alternate pile is plain concrete, known as soft...
View ArticleDifferent moments in RAM Steel module vs. RAM Frame
I know from a previous post, Seth mentioned that Ram Steel only considers the beam as pinned, ignores braces and uses the direct tributary loading, while Ram Frame considers things like fixity, braces...
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Plate Girder Taper
Hello,Is it possible to model a plate girder where the bottom tapers at the end of the beam while the top stays level? See below picture for reference
View ArticleParameters UNR and UNL / StaadPro CE V.22 Update 3
I have not been able to find UNR and UNL design parameters in the Technical Guide or on-line.It appears these parameters are similar to UNB and UNT. The only difference being that UNR and UNL are...
View Articlethere are warnings in my structure's output file.
communities.bentley.com/.../compleat--project.stdAfter analysis I am getting many warnings in the output. Please anyone can help?
View ArticleTo model industrial structure as per IS 1893 part 4 -2015
Sir my client want to model industrial structure in response spectrum analysis by using IS 1893 PART 4 - 2015 but STAAD not specify that option .How to resolve this issue .kindly guide me . I am using...
View ArticleRATIO parameter
Kindly note that if I set the RATIO parameter to less than 1 and run, it does not show the members above set value as fail in the "SELECT>PROPERTY NAME>FAILED BEAMS" option. Also it does not...
View Articlesettlements
hello. i was working on an assignment where i had to analyzed a mat foundation. while its completed, i dont happen to see the settlements values. can any body guide me on how to get the settlements...
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Structural Analysis Results of Physical Member
I have a concrete slab that is supported by multiple beams, however because this slab is composed by many triangular elements the beam is divided into many segments. To facilitate the visualization of...
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punching shear Ram Concept
In Ram Concept, where can I see the equations used for the maximum absolute stress? I appreciate the responses on previous questions.
View ArticleERROR- STRUCTURE HAS NO WEIGHT ABOVE THE BASE FOR UBC ANALYSIS.
Hello,I keep getting this error and can't seem to figure it out. I tried to change the Z elevation from 0 to the actual global elevation, but no difference. Can you help...
View Article[ERROR] MAX LENGTH HAS TO BE GREATER THAN OR EQUAL TO MIN LENGTH + AT LEAST...
Trying to do a strap footing and keep getting this error.Foundation Advanced v9.2.0.34communities.bentley.com/.../STRAP-1_2C00_2_2C00_5.sfa
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