RAM Concrete Load Combination Generation - "HS/Bal_Load" load case is unchecked
I'm running a RAM Structural model for a concrete building, and using Concept to design the floor plates as standalone models. After running the floors and exporting the reactions to RSS, I go to the...
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RAM Concept PT Beam End Moment
I have a single span PT beam that's showing a noticeable end moment at my column. I figured that this moment would get dumped into the column, but the column reaction shows no moment because I have it...
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RAM Concept - Stirrup spacing too close
Hi,I'm designing a two-way slab on beam system and Concept is placing too many stirrups in my E-W mildly reinforced beams. If I change the stirrup size or number of legs, it keeps the stirrups at the...
View ArticleHow can define the Pot-PTFE bearing for the bridges?
i have define the pot-PTFE bearing as the support conditions by providing fixed support at one end and free support at other end. is this a right practice?
View Articlesteel design detail in the report (Code AISC 2016)
Hello, I can't select the steel design detail in the report (Code AISC 2016). Is this a still knowing bug?
View ArticleApplied story forces , building story shears and Frame story shears
What is the Applied story forces , building story shears and Frame story shears ? should the sum of the frame story shears be equal to building story shears ? and does the building story shears have...
View ArticleStaad Pro Connect Error 0x80070643
Hi there,Im unable to install staad pro connect. It keep giving me the error code 0x80070643.Below are the log file for the error.[31D8:307C][2019-12-09T10:14:42]i001: Burn v3.11.1.2318, Windows v6.1...
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sloped decks warning in RAMSS
How can I solve this warning or how can I stop it from showing ?
View ArticleWind load
I have some questions about the wind loads in RAMSS that I hope you can help me with Can we model line loads or distributed loads that have a wind or seismic type on the members ?If I created a user...
View ArticleIllegal Beam Configuration Error
When running Ram Beam, we get an illegal beam configuration error on beam 275. Can you please advise.communities.bentley.com/.../CART02527_5F00_Gravity-Model-_2D00_Copy_2D00_.rss
View ArticleProblem to export T section into ISM
Hi, I tried to export a steel structure from STAAD.Pro CE (V 22.02.00.26) into ISM (V 10.03.01.03), but the ISM do not recognize section T and it change to a full W section.Exist some way to fix this...
View ArticleHow does RAM element perform temperature analysis on a steel building?
How does RAM element perform temperature analysis on a steel building?I have a steel building and i need to analyse to analyse the building for a change of 32deg F. My lateral system for the building...
View ArticleRAM Connection keeps on changing material back to RSS
Why RAM connection changes material back to RSS when it is saved, closed and reopened.?
View ArticleChanging Stud Quantities
I have a composite framing plan and in the typical bay, the beam sizes and stud quantities are the same.Is there a way to select all of the beams in that bay to change the quantity of studs on that...
View ArticleI have a rigid frame in both directions. How do I get RAM to give the proper...
I have a rigid frame in both directions. How do I get RAM to give the proper Kx anad Ky factors , right now the K factor box is grayed out and only Kx & Ky for braces is shown as 1
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URGENT!!! Please help regarding FEM
I have a problem regarding pipe support displacement.The resulting lateral displacement is very large about 32mm.But when I modeled as FEM the resulting displacement is lower about 11mm.Please can i...
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RAM Frame Axial Beam
Do you know how can I get the design of the beam to work for Seismic provisions that is to check for capacity based design?
View ArticleMSTower - UDP Error
Currently creating a guyed tower with redundants drawn by graphical input. After defining attributes like member class, section number, and reference nodes, then clicking Graphics to UDP File... the...
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How to view Composite Beams
Hello,Is there an option to view all the composite beams in the model plan view, rather than clicking on each individual beam to check if it is composite/noncomposite?Thank you,Julianna
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