• HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    Dragon
    Dragon
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame and NBCC 2015 4.1.8.11 4)

    Peter Rymal
    Peter Rymal
    Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
    • 10 months ago
    • RAM | STAAD | ADINA
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  • RAM Elements Learning Resources

    Sabrina Tedeschi
    Sabrina Tedeschi
    RAM Elements is a finite element-based general analysis program with an integrated design toolkit. In RAM Elements, you can design complex three dimensional structures or individual structural components. In the RAM Elements main application, a model…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Regarding Lx parameter value.

    KRISHNARAJ POIYAMOZHI
    KRISHNARAJ POIYAMOZHI
    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Does anyone know how can we model HSS with uneven width in RAM Elements?

    Aashish
    Aashish
    I'm trying to model HSS with different widths at its end. But I do not have any idea how to model it in RAM Elements. If anyone has a solution for this, please let me know. Thank you in advance. A section like this.
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • how can i eliminate this warning **WARNING: TENSION/COMPRESSION REQUESTED IN SAME RUN THAT INCLUDES A DYNAMIC ANALYSIS. and even after considering the Z direction in Response spectrum analysis i am not getting Z direction values

    Syed abdul matheen
    Syed abdul matheen
    PEB.RESPONSE SPECTRUM ANALYSIS.std
    • over 2 years ago
    • RAM | STAAD | ADINA
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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
    • RAM | STAAD | ADINA
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  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • SIG Virtual Workshop: STAAD - Modeling Finite Elements

    Kelly Fox
    Kelly Fox
    SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Problem modelling plates on top of beams for elevated steel water tank

    SUJAY H M
    SUJAY H M
    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Eurocode with German NA

    Nirav Thakkar
    Nirav Thakkar
    Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • COMPOSITE DECK

    waqar fazi
    waqar fazi
    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • tension & compression flange utility ratio for built-up i-section

    CKK Raj
    CKK Raj
    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • vibration check

    waqar fazi
    waqar fazi
    Dear sir , Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Barras armadas comprimidas Grupo IV y V

    Cesar Chiaro
    Cesar Chiaro
    Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Bi-axial bending and torsion EC3

    Ibrahim Kadri
    Ibrahim Kadri
    Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Unity ratio displayed for only one member when designed as per AISC 360-16

    Carlos Aguera
    Carlos Aguera
    Product: STAAD.pro First Affected Version: 21.00.02.30 Found in Version: 21.00.02.30 Fixed and Released in Version: 21.03.00.146 Area: Steel Design Issue #: 873409 Problem Description…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • User Input Cb33 Ignored

    Seth Guthrie
    Seth Guthrie
    Applies To Product: Ram Elements First Affected Version: 14.00.00.240 Found in Version: 14.00.01.08 Fixed in Version: Environment: All Area: Design Severity: High …
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Design parameters not being considered in steel design

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Steel Design Subarea: General Steel Design Solutions Original Author: Sye Chakraborty, Bentley…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Job opportunities in Qatar for engineers

    Morgane Martinez
    Morgane Martinez
    A prestigious public company in Qatar is hiring engineers : They urgently require the following professionals- MINIMUM 7 YEARS EXPERIENCE DESIGN DRAINAGE Foul Sewer Engineer Hydrologist Senior Planning Engineer Senior…
    • over 10 years ago
    • Everything Else
    • Everything Else Forum