• Integration of STAAD into Excel

    ROHITH  R
    ROHITH R
    Hi I have been working in STAAD for a very long time and have been extracting datas via excel from staad and paste it in a seperate sheet. I would like to automate the procees where the datas can be extracted from STAAD after the analysis process. This…
    • 2 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • COMPRESION DESING CODE LRFD

    Eduardo Maldonado Justo
    Eduardo Maldonado Justo
    Realicé el modelo de una torre de telecomunicación como normalmente lo hago, el problema es que me fallaban algunos elementos correspondientes a las piernas. Es por esto por lo que me puse a verificar que condición estaba haciendo fallar al elemento …
    • 9 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 24. Wind Design Checks

    MarcosBeier
    MarcosBeier
    RM Bridge inside OpenBridge Designer can perform Wind Design Checks . The four wind checks are part of a simple Demo example of very complex wind dynamics subjects: Torsional Divergence : Stability for torsion Galloping : Vertical oscillation …
    • 20 days ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • How to verify the strength reduction factor in Ram Concept for mat foundations?

    Brad Geyer
    Brad Geyer
    Is there a way to check the Φ factor used for shear in mat foundation design in Ram Concept? Since the mat foundation is part of a special SFRS, the Φ-value should be 0.60 if the shear strength of the member is less than the corresponding development…
    • 22 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • OpenRoads

    Shawn McGaffick
    Shawn McGaffick
    OpenRoads Designer is a comprehensive and fully functioned detailed design application for surveying, drainage, subsurface utilities, and roadway design that supersedes all capabilities previously delivered through InRoads, GEOPAK, MX, and PowerCivil…
    • 1 month ago
    • User Success Onboarding and Adoption
    • Onboarding and Adoption Wiki
  • Base of column fixity based on local axis, not on global axis in RAM Elements

    Diego Torres
    Diego Torres
    Currently working on a project where I have an asymmetrical open structure, The structure is a complex shape canopy that has a oval shape and follows the path of three radii. The canopy has Rectangular HSS sections as columns which rotate their axis directions…
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • MULTI RESPONSE MODIFICATION FACTOR

    Muchammad Wicaksono
    Muchammad Wicaksono
    Hallo, i have model with combination of steel ordinary moment frame (OMF) and concrete special moment resisting frame (SRMF). is there a way to create multi response seismic factor (R) in 1 staad file? with R for steel 3.5, and R for concrete is…
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of concrete column in anew version of staad

    Abdelhamed Hegazy
    Abdelhamed Hegazy
    hello sir, I have two questions 1-when we design concrete column in a new version of staad shows area steel only in report but in old version when we design concrete column and print report shows type of column(400x400 for example), and critical…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ERROR THICKNESS NOT PROVIDED FOR ELEMENT 90

    Amit Kumar
    Amit Kumar
    ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Designing Flat Bars

    Ryan Hill
    Ryan Hill
    Hi, I have created a model in the Physical Modeller. The structure I am designing has 50x8mm flat steel bars. As this type of section is not available in the section database, I have added a generic section to my model. I have around 10 of these sections…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • What is the best method for adding new pipelines to existing models whose diameters are frozen? The intent is to minimize design errors and meet requirement of minimum residual head at all nodes

    Pankhuri Agrawal
    Pankhuri Agrawal
    We have executed distribution network models from about 20 tanks to 20 independent service areas for a client. Pipelines are laid. Now client wants to extend all the networks, by adding 10-15% of pipelines in all models. I have dxf files containing…
    • 5 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Analytical Modeling workflow

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: STAAD.Pro Analytical Modeling workflow Subarea: N/A Original Author: Bentley Technical Support…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • aspect ratio length-to-thickness ratio

    Sigdel Anup
    Sigdel Anup
    Hi, I am familiar with (1:1) the aspect ratio with square plate elements, and also the acceptable ratio up to 1:4. Can anyone tell me what is the preferred aspect ratio (length-to-thickness) of plate elements and solid elements in STAAD ? Is there any…
    • Answered
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Hi everyone, can someone help me about how to apply load for all model (if u have rectangular frame of the HEA 200) when crane driver carry up it to above ?

    Dragon
    Dragon
    hi
    • 8 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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;…
    • 9 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…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Foundation

    ANDREA CAVALLIN
    ANDREA CAVALLIN
    I know that Staad Foundation assume the soil with an elastic performance to do the analysis and design for a superficial foundation. But, we have the possibility to change this and work with an inelastic performance for the soil?
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept Post-Tensioned Slab Optimization

    Karl G
    Karl G
    This article briefly discusses the purpose of the PT Design Optimization feature in RAM Conce pt and its intended use in engineering practice. Other important information about the PT Design Optimization feature can be reviewed using the links below…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Access to RAM Concept PT Optimization

    Karl G
    Karl G
    This article includes information on the licensing and usage of the PT Design Optimization feature in RAM Conce pt . The PT Design Optimization in RAM Concept is a Structural SELECT Entitlement. Structural SELECT Entitlements are features that are only…
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • General Workflow for RAM Concept PT Optimization

    Karl G
    Karl G
    This article outlines the general workflow for the PT Design Optimization feature in RAM Conce pt. Steps for Completing a PT Optimization Step 1 – Model design strips and punching shear checks This step is required to produce designs in any RAM…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Deflection Checks in RAM Concept

    Karl G
    Karl G
    A deflection check feature that allows users to check deflection limits during the design calculations was added in RAM Conce pt Version 8 Update 4. This article describes how to use this new program feature. Defining Deflection Checks and Deflection…
    • 9 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • how to find wall thickness and class of Galvanised iron pipe?

    Abhishek Verma
    Abhishek Verma
    can i find wall thickness in watergems or i have to take the help of hammer. how to design the pipe for particular grade( like mserw grades (grade a or grade b or X42)) or class (like Gallvanised iron (light , medium and heavy class) in watergems.
    • 10 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • REGARDING OFFSET COMMAND IN STAAD PRO

    Design is life
    Design is life
    HELLO EVERYONE, MY QUESTION IS WHEN I COMPARE TWO MODELS ONE WITH OFFSET COMMAND AND THE OTHER WITHOUT OFFSET AND IN BOTH MODELS I M GETTING DIFFERENT RESULTS WHY??? 1.0 Steel requirement in the top column is less in the offset model as compared to…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Aluminum Design

    Vivek Kummari
    Vivek Kummari
    I am trying to design a aluminum frame. the error I am getting is " wrong strength parameter". I tried to input - Fy - 5040, Fu - 5472, Ry - 1.1, Rt - 1.1, Fcu - 5040. Why am I getting error ? Please share correct values or am I selecting wrong Aluminum…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Live Load Reduction in Seismic Load as per IS 1893 : 2016

    Shuvam Sarkar
    Shuvam Sarkar
    Hello Team, I've understood that certain percentage of live load (25% or 50%) as per live load intensity shall be considered for seismic mass calculation as per IS 1893 : 2016, But nowhere it is mentioned in this code, about live load reduction in seismic…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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