• 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…
    • 1 month 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;…
    • 10 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…
    • 10 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…
    • 3 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…
    • 10 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…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Flat plate (Two way slab) design - comparison of 2018 and 2009 reinforcement design in AS3600

    Programs CEC
    Programs CEC
    Dear sir, We have recently designed a transfer flat plate with AS3600 2018 and compared it with version 2009. It seem that there is a huge amount of STRENGTH demands for reinforcements requested in 2018 compared to 2009 code. We have gone through…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ram concept - Strip design - and shear reinforcement

    saEIT
    saEIT
    Hi I have few questions: Q1) I have an elevated two way slab that steps at 8", the top cover for both sides varies on the left side it will be 1" and on the left we would like it to be 2". my question is do I need to split the strips at the step so I…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Deflection Failure of Member , due 1/4" max limit for deflection limit

    RAVI KMR
    RAVI KMR
    Hi Please find attached Staad file, I need to Limit the deflection of member to 1/4" (MAX) per project standards. But for Member 11 & 12 , I am getting more than 1/4" deflections. Can I get any help to fix this, it will be highly appreciated. Thanks…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PT Slab Structural Integrity Reinforcement- AS3600 2018

    Fred Hashemi
    Fred Hashemi
    Hi , It doesn't appear RAM Concept provide Structural Integrity Reinforcements in accordance with AS3600-2018 Section 9.2. Can you check and advise? Regards
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Edge Reinforcement for RAM Concept

    Timothy Schuster
    Timothy Schuster
    I put distributed bars with 90 deg hooks EW Top and Bottom. It seems like there is only additional RF needed at the very edges. Is there a setting that may be causing RF just at the ends?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 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
    • RAM | STAAD Forum
  • how to reduce deflection????

    arul mani
    arul mani
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Cross Section Trimming [TN]

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Concept Version(s): Various Area: Analysis; Design Overview There are two types of cross section trimming in RAM Concept: Single Cross Section Trimming and Inter Cross Section…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Manual Design Strip Boundaries [TN]

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Concept Version(s): Various Area: Modeling; Analysis; Design Overview The purpose of this tech note is to outline the process of defining manual strip boundaries for design strips…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Generating Span Segments [FAQ]

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Concept Version(s): Any Area: Modeling; Analysis; Design When I click the generate spans tool nothing happen, why? The General Spans tool tries to connect the supports together…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Design Strips and Slab Openings [TN]

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Concept Version(s): Various Area: Modeling; Analysis; Design Overview The purpose of this tech note it to aid users in defining design strips and understanding the layout of…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RAM Concept T-Beams and Axial Forces [TN]

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Concept Version(s): Various Environment: N/A Area: Analysis; Design T-Beams and Internal Forces in RAM Concept How are T-Beams (or L, Z and U Beams) Different? …
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RAM Concept Punching Shear Checks [FAQ]

    Seth Guthrie
    Seth Guthrie
    Product(s): RAM Concept Version(s): All Environment: N/A Area: Design Why do I get an error about "Too many slab shapes intersecting the column shape"? The location in the error message is the location…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Demand Greater than Capacity Without Warning

    Seth Guthrie
    Seth Guthrie
    Applies To Product(s): RAM Concept Version(s): Any Environment: N/A Area: Results Original Author: Bentley Technical Support Group Why is the Audit or plotted capacity less than the…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
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