• Report Plate Corner Stress

    khalid Al Shboul
    khalid Al Shboul
    How to report the plate corner stresses in the output file. PRINT ELEMENT STRESSES prints the center stresses. How can I print the corner stresses ?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Combining Direct Analysis Method and Modal Response Spectra in STAAD Connect Edition

    Dhruv Patel
    Dhruv Patel
    I have seen few strings about this issue however I am wondering with new connect edition, Can we able to combined them in a single file/do things differently than what is mentioned in the following link. https://communities.bentley.com/products/ram…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • FLOOR LOAD NOT GENERATING CORRECTLY WITH GROUPING IN CONNECT EDITION, WHERE AS OLDER VERSION OF STAAD PRO V8I SS6 IS TAKING CORRECTLY

    Senthilvela Devaraj
    Senthilvela Devaraj
    Whenever using Grouping for end wall columns for wind loads and applying one-way distribution the loads are taken incorrectly, I have attached the staad model showing the problem with connect edition, also when the same model is opened through an older…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • ERRORS IN SOLVER

    Gonuparthi Balaji
    Gonuparthi Balaji
    During the analysis FEM model, the analysis engine stops with the error message: *** STAAD.Pro ERROR MESSAGE *** **ERROR-MATRIX BANDWIDTH OF 408034 IS GREATER THAN THE LIMIT OF 120000** *** ERRORS IN SOLVER *** B4-Horizontal 90_1 - Master and slave…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Multiple Mass modeling for Response Spectrum Analysis

    Debjyoti Das
    Debjyoti Das
    I need to use two set of mass values (weight to calculate separate time period and frequency) for empty and operating condition for Piperack *** process structures supporting heavy liquid filled drum. Normally, when I enter seismic mass in the first…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PARTIAL PLATE PRESSURE LOAD

    Ignacio Rojas
    Ignacio Rojas
    Hi, I have already meshed the plate, but as you can see in the image below, the surface of the partial plate pressure load that I want to apply (within the four points) does not match the meshing of the plate. Is it possible to apply this pressure load…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • LINEAR LOAD ON PLATE

    Ignacio Rojas
    Ignacio Rojas
    Hello, Is there a way to apply a linear distributed load directly on a plate without having to create a beam with physical properties for the load to be applied? For example, along the distance of 9,701m shown in the image below. Thanks in advance…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Experiencing Fatal Error different from others

    MAR FRIENDS CAÑETE
    MAR FRIENDS CAÑETE
    Good day, Can someone help me to fix this problem?
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Members failing : Not able to enter Fyld Design parameter in IS800 LSD ( STAAD Pro Connect)

    Manas Gupta
    Manas Gupta
    A part of my project is to make a PEB Industrial Shed using, built-up sections. I am just considering the primary frame in design. Problem :My all members are failing. As per my understanding, it is because it is not assigning Fyld, in IS800 LSD.…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Could someone help me, I am something new in staad and I don't know why when generating the program I get quite a few warnings and notes, I am attaching my program, thanks

    Cristhian Mejia
    Cristhian Mejia
    Portico1SBV.STD
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • TROUBLE WHILE CHANGING CONCRETE PILE LINK´S DIAMETER - STAAD RCDC

    Ignacio Rojas
    Ignacio Rojas
    Hello, I am having trouble while trying to change the diameter of the concrete pile links that appear by default after running the RCDC program. As seen in the image below, for the given stresses, the program suggests that I use # 19 with a spacing of…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • ERROR: THE RAYLEIGH FREQUENCY 1.13523E-06 IS LESS THAN 0.00001 FOR LOAD. Someone who can help me with this, I am trying to design the foundation of this structure for which I use the reactions of the plate to transfer it to the staad foundation.

    Cristhian Mejia
    Cristhian Mejia
    CimentacionTc230.STD
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SIG Workshop - RAM: Leveraging Capabilities to Empower Your Workflows

    Namrata Rajurkar
    Namrata Rajurkar
    Title: SIG Workshop - RAM: Leveraging Capabilities to Empower Your Workflows Host/Presenter: Ann Marie Garko-Hill, Senior Manager – Application Engineering, Bentley Systems, Inc. Date/Title: 25 February 2021 at 01:00 P.M. EST Register Now! This…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • Structural TechTalk : STAAD.Pro CONNECT Edition

    Surojit Ghosh
    Surojit Ghosh
    Applies To Product(s): STAAD.Pro Version(s): CONNECT Edition Area: STAAD.Pro Webinars/Videos/Events Subarea: Original Author: Surojit Ghosh Structural Webinars: In 2020, Bentley…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RCDC Design Calculation Print

    rafanan maranea
    rafanan maranea
    Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Intel (r) Visual Fortran Runtime error in STAAD.Pro connect edition v22

    Arindom Bora
    Arindom Bora
    I am trying to analyse a structure and I am getting the Intel (r) Visual Fortran Runtime error. The file that I am working on is in my local drive and not in any network drive. Also, I have tried copying and pasting the .std file in another location …
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • An inclined member (Stair stringer-MC 12x10.6) passing with AISC 360-10ASD, but failing in AISC 360-16 ASD showing Cl.D1

    Janakiraman
    Janakiraman
    I am designing a Stair stringer with MC 12x10.6, keeping all parameters same, results showing as failed in AISC 360-16 ASD but passing in AISC 360-10 ASD. The failure clause D1 is same in both versions.
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • SURFACE LOAD FOR STEEL BEAM GRATING/GRID

    Ignacio Rojas
    Ignacio Rojas
    Hi, I am designing a steel beam grid (IPN240) and I want to apply a uniform surface load (10 kN / m2) to be taken by the beams. Is there any way to do this without creating a slab on which to apply the uniform surface load? As shown, no…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • RCDC Imposed load

    Sulaiman Ade
    Sulaiman Ade
    I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?
    • Answered
    • over 2 years ago
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  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Von Mises correct?

    Hakon Bertnes
    Hakon Bertnes
    Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Torsion Force about X axis & Axial force in X axis

    Ignacio Rojas
    Ignacio Rojas
    Hi, After running the analysis i am not able to display de Torsion Force about X axis & Axial force in X axis envelope, as shown below: I checked and it's not a matter of graph scale, it just doesn't appear, while the rest of the envelope plots…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Code Check Fail In AISC-ASD

    markim maglasang
    markim maglasang
    Hi Sir, I'm doing lifting analysis now but some members fails in code check as per AISC-ASD code. Kindly help to answer my queries below for my analysis model: 1. My analysis model pass the code check using AISC-360-16 but fails in AISC-ASD. May I…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error loading STAAD analysis data into RCDC "Unable to read analysis data"

    Garrett Brunell
    Garrett Brunell
    When opening a STAAD file in RCDC or trying to open the advanced concrete design module through STAAD, I get the error "Unable to read analysis data". I'm using STAAD CE 22.04.00.40 and RCDC CE 09.02.00.32. I've checked that my loading in STAAD has load…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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