why you translate dummy beam on the same location with angle sec (1:00:30) ? i has been try it and error warning massage occured. elements xxx & yyy are overlapped at same location..

Also tell how to do it...Comeonnn!!!

I followed your procedure unfotunately I dıd not make desıgn check.Could you explane where I make mıstake

Many thanks , I have learned lots of practical applicatıon ın Midas Gen and I also wıll use it ın Midas Civil Software.

Very useful tutorial, but without the cad file we cannot actually make the model in parallel. If is possible to share the cad file it will be better. Thank you very much.

It would be nice if you could add these files to your web page so we can download them and follow step by step...

best midas tutorial I have ever seen. Very educative and informative also, thank you very much

can you share midas file of bridge

Hello, Thank you for the tutorial. I have been trying the foundation module but my foundation loads don't add and the analysis returns as zero since the loads were no added. Any assistance with this please

If you have the piles in 2 different types of soil, why do you have only 1 type of pile interface? isn't it the more accurate way to create 2 types of interface according to the layer where pile is?

How to defind permeability function data for core and filter?

The webinar discusses the ultimate and serviceability analysis of reinforced concrete using Midas FEA software. It covers defining concrete properties, creating finite element models, performing iterative analysis, and interpreting results. Key topics include various concrete fracture models, stress-strain diagrams, and methods for assessing design resistance and serviceability limits in structural analysis. Key moments: 00:10 This webinar focuses on the use of the Midas Touch software for modeling concrete structures through finite element methods. It aims to educate on defining material properties, creating models, and interpreting results. -Understanding the finite element method is crucial as it allows for accurate simulation of structural responses under various loads. It is widely used in the analysis of concrete structures. -Different concrete fracture models, such as discrete and total strain models, are discussed for their effectiveness in predicting crack behavior during analysis. Each model has specific applications based on complexity. -The presentation highlights the importance of accurately defining tensile and compressive strengths in concrete. These parameters are essential for creating reliable stress-strain relationships in models. 08:03 The analysis of cracking in concrete structures is crucial for ensuring safety and performance. Employing appropriate finite element modeling techniques can significantly enhance the reliability of structural assessments. -Utilizing a fixed effect model with a constant attention vector is recommended for conservative results in analyzing beam and slip slabs. This approach aids in predicting crack occurrences accurately. -Material properties such as tensile fracture energy and compressive strength are critical in structural analysis. Understanding these properties can lead to more accurate predictions of structural behavior under loads. -Different methods for determining design resistance are essential. These methods involve analyzing global safety factors and applying mechanical properties appropriately during the finite element analysis. 16:07 Understanding the nonlinear properties of concrete structures is crucial for accurate modeling and analysis. The selection of mesh size and material properties significantly impacts the results of the numerical simulations. -The importance of selecting an appropriate mesh size is highlighted for achieving detailed crack analysis in concrete structures. Smaller elements yield more accurate results in simulations. -Nonlinear material properties, such as total strain and cracking behavior, need to be considered for realistic boundary conditions. These properties help avoid stress concentrations in numerical modeling. -Results from the analysis provide insights into stress and strain distributions within concrete. Evaluating these distributions helps in understanding the structural integrity under various loading conditions. 24:15 The video discusses the process of modeling a bridge pier cap using Midas software, focusing on the necessary steps and parameters for accurate structural analysis. It emphasizes the importance of material properties and mesh quality in obtaining reliable results. -A comparison of ultimate load results from Midas software and experimental tests highlights the accuracy of the fixed crack model in structural analysis. This underscores the significance of using reliable models. -The video demonstrates the initial modeling steps, including creating contours and applying loads, showcasing how to efficiently set up a structural model using simple tools. -Different material properties, such as concrete elasticity and reinforcement characteristics, are crucial for proper modeling. Understanding these properties helps in achieving a realistic simulation of structural behavior. 36:32 The video demonstrates the process of generating a mesh for concrete structures, focusing on the creation of specific elements and reinforcement configurations. The speaker highlights the importance of mesh size and element properties for accurate modeling. -The speaker discusses the selection of element sizes and properties, emphasizing the use of nonlinear shape functions for improved accuracy in modeling. This is crucial for realistic simulations. -The video outlines the process of applying boundary conditions and loads, detailing the fixed boundaries at column tips and vertical loads at the top of beams. This step is essential for realistic analysis. -Lastly, the speaker explains the setup for analysis, including naming the analysis type and controlling output parameters to ensure correct interpretation of results. This is vital for understanding structural behavior. 48:38 Advanced modeling techniques are essential in predicting the behavior of concrete structures under various conditions. These models enable engineers to analyze and mitigate potential failure points effectively. -The use of numerical and experimental tests in this research enhances understanding of the structural integrity of reinforced concrete under progressive collapse scenarios. Detailed models provide valuable insights for engineers. -3D modeling techniques, including total strain crack models, allow for accurate predictions of cracking patterns in concrete structures. This is crucial for the design of robust construction elements. -Investigating the influence of transverse steel reinforcement on cracking prediction helps improve the durability of concrete walls and slabs. This is particularly important in multi-story building designs. 58:33 The discussion revolves around the application of nonlinear creep in structural analysis, particularly in concrete and timber sections. Various methods for modeling loads and stresses are highlighted, showcasing their flexibility in engineering design. -Nonlinear creep can be defined using a set of creep curves based on loads applied, allowing engineers to analyze strain behaviors effectively. This is crucial for accurate structural modeling. -Applying pressure loads or distributed forces in modeling can yield similar results, giving engineers the choice to use the most convenient method for their design. This flexibility enhances modeling precision. -The importance of mesh quality in modeling is emphasized, as finer meshes can lead to more accurate results in areas of interest. This helps ensure convergence in structural analysis. Generated by sider.ai

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Hi, I am using midas 2022 version. When ever I use scroll to zoom in our zoom out I get option to zoom in or out just by moving mouse backwards or forwards and afterwards I have to middle click to exit "the zoom" mode. A bit annoying to be honest. Is there any way to turn this off?

Thanks for your video!! It's very helpful for engineers to learn and understand how to model more exactly bridge works on software. However, i have little bit confuses as below: If i applied Small displacement mode for completion model of stay cable bridge to get initial element forces, and took these values as equilibrium element nodal forces of large displacement mode of backward analysis model, what should i do with initial forces for geometric stiffness? Ignore it or take it as input data of backward model? If necessary, how can i take? Thanks for your helping again.

it is better if u add ur voice

How does the road or I guess you call it the deck get anchored to ground where the bridge meets land? I'm a total amateur I'm trying to build a small model of one.

hi, for this tutorial. Can share the CAD file as i'm learning this new software.

Hai medam, in material data,what is DB.

Can you share me this file, thanks so much

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can we plot support reactions for time history analysis in midas gen

Please provide the ppt and design of tub girder bridge

Material and section properties?

Thank you, Mr. Rudra! Such a good and helpful expositon!

can u show me how to make the pier? thanks slebew

Thank You.

Can you please tell me how to install midas civil crack version

thanks for the video, just FYI at 4:35 to 4:44, automatic jumped a bit,

Can I view the deck slab as solid rather than transparency view?

Can I view the deck slab as solid rather than transparency view?

It's not that clear how you created nodes on the steel tub girder sections, could you please explain me more on that? As you mentioned in the video, since those tub girders are represented by single nodes, how do we create nodes on the surfaces of tub girder? If there's a link to video doing this or even a file done in Midas it would be great if you forward it. Thanks!!

You have activated the PS on the same day of girder concreting.

Good morning sir, I am very grateful to Midas. I am getting warnings while analysing complete stage analysis. How to overcome this. LOADCASE NO. : 1 ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-02 WARNING : NODE NO. 83 RX DOF MAY BE SINGULAR. WARNING : EQUATION NO. 250 WARNING : NODE NO. 83 RY DOF MAY BE SINGULAR. WARNING : EQUATION NO. 251 WARNING : NODE NO. 83 RZ DOF MAY BE SINGULAR. WARNING : EQUATION NO. 252 WARNING : NODE NO. 409 RX DOF MAY BE SINGULAR. WARNING : EQUATION NO. 748 WARNING : NODE NO. 409 RY DOF MAY BE SINGULAR. WARNING : EQUATION NO. 749 WARNING : NODE NO. 409 RZ DOF MAY BE SINGULAR. WARNING : EQUATION NO. 750 Like this and unable to view the deformed stage.

I need the start file

Where is the material properties?

Thanks a lot

Is midas CIM software available??

kzbin.info/aero/PLOicdGRS17BhA1kW83B2Uttalg9HYVW7M

Such an analysis seems to be far away from the real soil structure interaction.

Hi in the generated excel sheet, the value of modulus of elasticity of concrete is not permissible.

Why do I get the wrong message"No element to Extract", in the step of Mesh check.

in case, if the structure timber changes to concrette slab with inclinated, what the process analisis about that, thank u

Thank you so much, sir, I have one question. How to make tapered pile analysis instead of equal section piles. THANK YOU.

thanks alot

very helpful sir, thank you

Ewows

how to install?

Can i have the script please..

ground level=20ft is considered at the top or at the bottom of the piles? Thks