• RAM SBeam V7 - CBeam Design

    You Wu
    You Wu
    Hello, I did see a similar question being asked before regarding analysing C-beam from RAM SBeam but I don't have the option for that on my screen. For your info, I am using version 7.0 which should have the capability of design C-beams. How would…
    • over 1 year ago
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  • RAM Elements English includes Spanish language pack?

    David Nelson
    David Nelson
    Hello, I downloaded and installed the English version of RAM Elements CONNECT Edition V16 Update 6, and I am wondering why it also installs the Spanish-Language Pack along with it? This language pack module does not appear in the Windows Programs list…
    • over 1 year ago
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  • RAM Structural System - BRBF Baseplate Design

    Nulukkizdin
    Nulukkizdin
    Working on a steel project in which we're using CoreBrace BRBFs for a portion of our lateral system. We've gone through the first part of our lateral analysis and have received a table of values (including overstrength parameters) back from CoreBrace…
    • over 1 year ago
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  • RAM Elements Tiltup - Bottom Panel

    Matt Hammond
    Matt Hammond
    Under geometry input, there is an option for "Bottom panel". I do not understand what this does. When a value is input, the graphic makes it look like the bottom of the panel is buried in the footing. I'm trying to figure out how to model the geometry…
    • over 1 year ago
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  • Instabilities in Model (After Latest Update)

    Nulukkizdin
    Nulukkizdin
    Brought this issue up previously but wanted to see if anyone else is having the same issue. Figured it'd be worth posting on here just in case. We’ve had a few cases in our office with folks who have upgraded to the most recent RAM Elements version…
    • over 1 year ago
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  • Stress and Internal Force Contours grayed out in RAM Frame

    Alexis Moser
    Alexis Moser
    Hello! I'm working on analyzing a simple structure in RAM Frame. The structure consists of 4 concrete walls and two stories. The concrete material specified is supposed to mimic hempcrete. I have analyzed the structure in RAM Frame and the deflections…
    • over 1 year ago
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  • RAM Concept Conflicting Audit Strip Results

    Max Karr
    Max Karr
    I have modeled a 1-way PT slab and beam system starting with RSS and importing into Concept. At the lowest level I have several columns that need to jog. The audits on the strips at those locations produce a couple sections with errors that suggest removing…
    • Answered
    • over 1 year ago
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  • RAM Concept Load Run Down

    Jeff Chia
    Jeff Chia
    Hi, I'm using RAM Concept to do a load run down. I'm trying to use a live load reduction factor in my calculation. This is what I've done below accordance to FAQ but the results reaction still doesn't provide any live load reduction to me. I've…
    • over 1 year ago
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  • RAMDataAccess retrieve all column gravity forces like in RAMSteelColumn

    Zonglin Li
    Zonglin Li
    Hi RAM Support, I am working on a project and we are thinking about using RAMDataAccess to retrieve all gravity and lateral column gravity forces for foundation design. We would like the force to be retrieved like "Load Summary" in RAMSteelColumn module…
    • over 1 year ago
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  • Why does Ram SS take 20 min to design the beams of my building?

    sam burke
    sam burke
    Like it says above, design of beams takes at least 20 minutes every time. But if i jump onto another computer and run the same model, it takes 8 seconds. I'm running a AMD Radeon RX 5700 XT. I've updated my drivers, and changed monitors to no avail. Does…
    • over 1 year ago
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  • RAM Frame Response Spectra Eccentricity & Rotate Axes

    Chris W
    Chris W
    G'day, If you define a Response Spectra (Custom or Code) with a rotated axes do the eccentricities get similarly translated, perhaps rotated about the COM? I seeking to confirm that I am offsetting the mass by 0.1b perpendicular to the direction of…
    • over 1 year ago
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  • adjust concept geometry linked to structural system

    Erik Nelson
    Erik Nelson
    I am designing a PT parking garage that starts in structural system and uses concept to design the floor plates. I have ramps created as intermediate levels that make the column lengths in concept too short which affects the stiffness and hyperstatic…
    • over 2 years ago
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  • RAM Concept Vibration Analysis Eigenvalue Error

    Cristopher Montalvo
    Cristopher Montalvo
    I am analyzing a floor using RAM Concept and I tried adding point spring supports under beams... However, when I try to run the vibration analysis, I get an error saying "An error has occurred while solving the Eigenvalue problem"
    • over 2 years ago
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  • Incorporating the penalty on code based response spectra per ASCE7-16 if the structural period is greater than Ts

    Masood Inamdar
    Masood Inamdar
    Hi Guys, My building period is greater than the Ts value and per ASCE7-16, 11.4.8 the code based response spectra has to be adjusted (penalized). RAM does not adjust the spectra? is there a way we can incorporate it. I am running preliminary analysis…
    • Answered
    • over 2 years ago
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  • RAM Concept Strip Moment Discrepancies

    Max Karr
    Max Karr
    I have a flat plate, PT building that we have designed using concept and has already been constructed. Now the owner wants to change the residential penthouse to a nightclub which of course the floor is not designed for. I need to pull out design values…
    • Answered
    • over 2 years ago
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  • Dowels

    Ben Ume
    Ben Ume
    I have a slab connected by dowels. What properties in the dowel mimicking slab element do i need to reduce to 0.001 to mimic DSDQ dowels please. I have modelled 50mm x 50mm x 50mm dowels in concrete and need to change kFs/kFr/kMrs etc
    • Answered
    • over 2 years ago
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  • RAM connection- CHS Column & I beam Weld connection

    K JISHNULAL
    K JISHNULAL
    Hi, I am new to RAM Connection and wanted to do the moment connection in CHS sections in one of my project. Can I know whether the connection is available now? If so, which version should I install for the same? ( Circular Hollow Section column and…
    • over 2 years ago
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  • Not a valid "Column base (CB)" joint

    Dan Calabro
    Dan Calabro
    I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
    • over 2 years ago
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  • RAM Structural System - Load Distribution on Lateral Walls

    Gerald Evan
    Gerald Evan
    In RAM SS, how does the program distributes the lateral load (seismic and wind) in a rigid and non-rigid diaphragm? What are the differences in outcome with the different diaphragm types specified? My problem: In the picture below, I am showing a…
    • Answered
    • over 2 years ago
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  • Controlling Fundamental Building Period

    John Gervais
    John Gervais
    I am running the seismic analysis for a 3 story structure and have questions about how to determine the appropriate building period to use for the seismic analysis. Gravity system is typical steel frame, with composite slab/framing at 2nd and 3rd Floors…
    • Answered
    • over 2 years ago
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  • Small perimeter reinforcement - "What is it good for?" asks Edwin Starr

    Sam Leimer
    Sam Leimer
    I'm modeling a very simple 10" roof slab with some long-ish cantilevers (22" from edge of slab to face of wall). For some reason, the Concept module of my RSS model insists on putting 6" or 12" anchored rebar around most of the slab's perimeter, top…
    • Answered
    • over 2 years ago
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  • Is there a way to customize this connection in RAM so the braces and beam all bolt to a common plate?

    James Pittman
    James Pittman
    See the attached image. I am wondering if there is a way I can use one large plate to connect all of the braces and the beam to the column, using bolts into the large gusset that is shop welded to the column. Can I replicate this in RAM? if so, how? Thanks…
    • Answered
    • over 2 years ago
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  • Moment Not Transferred To Beam Ends Correctly

    Peter Ranieri II
    Peter Ranieri II
    Hello, The moment in my frame does not seem to be correctly transferring to the fixed ends of the steel beams. All of the moment connections are set to a fixity of "XXX" and are lateral members. The ends do have moment values but seem to be way smaller…
    • over 2 years ago
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  • RAM Concept, RAM SS, and RAM Elements - ACI 318-19

    Sean Smith
    Sean Smith
    Are there plans to include ACI 318-19 provisions in any upcoming releases for the RAM programs? If so, is there an ETA on this? Our AHJ will be adopting IBC 2021 in a few months, but we need to have the ability to start designing concrete structures in…
    • Answered
    • over 2 years ago
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  • RAM SBeam latest version?

    Pascual Mauricio
    Pascual Mauricio
    Hello all, I am looking for the latest version of RAM SBeam. Is it RAM SBeam v 7.0? Also, if anyone can include a link for the download, thank you. By the way, I wasn't sure if this forum is the proper location to post this question for SBeam. Moderators…
    • Answered
    • over 2 years ago
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