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Midas Gen v x86/x64 Free download - Rahim soft



 

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They offer excellent facilities and productivity for the modeling and analysis of different types of bridge structures. Powerful automatic modeling functions such as Auto Mesh Generation and various Bridge Wizards are introduced. The Bridge Wizards can create a complete bridge model for you in a blink of an eye and you are able to make any modification to the model to match with the real structure as much as possible.

Other modeling approaches such as CAD import, table format modeling, and code format modeling are also available. The post-processor can automatically create load combinations in accordance with specified design standards. Changing the type of display can produce various forms of graphic output. Practically all the results can be animated, namely, mode shapes, time history results of displacements and member forces, dynamic analysis results, and static analysis results.

The codes are constantly updated to make sure the users can best take advantage of the code checking and rating features in the program. The automatic report generation features give the users an organized and detailed report that includes formulas and code references and it gives the users the confidence in their result. Stonecutters Bridge.

Learn More. I follow the instructions and even watched the video but after I run the patched and start the program.. What can I do to skip this option? Thank you. Your email address will not be published. Save my name, email, and website in this browser for the next time I comment. It has also been used as their primary tool for structural analysis, thus enabling them to efficiently provide uniform training for engineers.

This has made it much easier for engineers to work together on a single universal design platform as opposed to several specialized and incompatible programs. Hello, I can not find the installation video says the video is private, when I copy the link Youtube says Video is not available. But why once you extract it only one is showing?

Still not showing only the file that have the installer itself but the patch and the other one is not showing. Dear Disable windows defender anti virus , before downloading this file Your issue will resolved. After performing moving load analysis, the result of bending moment shows that the maximum bending moment does not occur at the center of span.

I do not understand why? Theoretically, the maximum possible moment due to a group of wheel loads does not occur at the center of simple span. We can find the location of maximum possible moment in the simple span by applying two things. The maximum possible moment will occur at the wheel load which is closest to the resultant load of group of wheel loads. In case where the amount of the wheel load closest to the resultant load is small, the maximum possible moment can occur at the second closest wheel load.

In your case, the group of loads consists of just two wheel loads with the same amount. If we denote it as P1 and P2, the closest wheel load can be either P1 or P2. If we take the closest wheel load as P1, the maximum possible moment will occur at P1.

Even if the lateral load case is added here, the results will remain the same because the lateral load will not make any axial forces in case of a cantilever column. For example, if we make a test model as below, all the three cases give the same results for P-Delta analysis.

This geometric stiffness matrix will be added to the elastic stiffness matrix to generate the modified stiffness matrix of structure, which will be applied to the analysis for all the load cases including lateral loads. Can midas Gen consider second-order incorporating lateral torsional buckling directly? In midas Gen, both flexural buckling and lateral torsional buckling of the beam elements are considered in buckling analysis.

After that, local second order effect and imperfection can be considered as per Cl. It is according to the Cl. However, if the user wants to consider the local second order effect and imperfection as per Cl. In midas Gen, both flexural buckling and lateral torsional buckling are considered in Buckling Analysis. For this verification, I had a test as below. The report below is generated from "LTB.

By performing buckling analysis, we can see the 1st buckling factor, which is LTB, is determined as 1. Therefore lateral torsional buckling moment is 1. We can see this value is very similar to Mcr above.

This model can be used for the verification of buckling force by performing geometric nonlinear analysis. Here, maximum eccentricity was entered as 0. Therefore, eccentricity is 0. In the updated model with 1st mode imperfection, if we check the value of My, it is shown as kNm which is also similar to Mcr. Tendon Primary represents member forces caused by Tendon Prestress forces.

Tendon Secondary represents member forces resulting from Tendon Prestress forces acting in an indeterminate structure. To check analysis results, Primary and Secondary can be regarded as internal forces and external forces respectively.

For design, however, the program internally recalculates member forces due to Primary considering the translation of neutral axis so as to use them as internal forces, and member forces due to Secondary are used as external forces. L ikewise in creep, we have both primary as well as secondary effects. Creep Primary Effects refers to deformation and forces required to cause creep strain. Whereas creep secondary refers to effects caused by creep in indeterminate structure.

Please advice me. There are some mistakes to be corrected in the SAR file. Please change the file according to the following explanation. The number of load cases for reaction is 6 in the model file, whereas there is only one load case in the SAR file. I have a question regarding the load combination import from one model to another in midas Gen.

I looked for the procedure in the online manual, but I am not sure of how to generate the. What is the procedure of importing or pasting a load combination? Sequential number, combination method, unit load case i, load factor i, unit load case j, load factor j, Rather than importing using the import option we also have two other alternatives for importing the load combinations from one file to another.

You might be knowing them already but I believe its worth mentioning. In this form by correctly copying the cells from one model file you can paste it into other model file. By pasting the load combinations in another model file's MGT command Shell and clicking run, you can get the load combinations imported.

If you sort the table with Node as top priority, you can check the table as below. In order to obtain the results of Plate Force Unit Length , we need to understand the following diagram. The program has the stresses at the nodes of the plate elements. These stresses are then integrated in the following manner to obtain the desired results. Please take, for example, the combination 15, the element and the LDFS named "1elem - X verso il basso". We have attached a file with calculations and the model.

In Response Spectrum analysis, nodal results obtained from modal combination are not coexisting results, while the nodal results of individual mode are coexisting results. This is because of the modal combination, i. Thus, in order to get accurate results with response spectrum analysis, any results related to more than one node such as total reaction, story displacement, Local Direction Force Sum etc. It is wrong to first calculate the results of each node by modal combination and then, based on the nodal results, calculate total reaction, story displacement, Local Direction Force Sum.

This is your hand calculation. This method only gives correct results when only one mode is considered because the nodal results obtained from any single mode are coexisting results.

The reason why your hand calculation matched the LDFS results in case of two modes is that the contribution of second mode was very small, so the LDFS results were obtained from the first mode alone. If we consider only one mode, then your hand calculation has no problem.

The results of Local Direction Force Sum of same position are different between the following two cases: Case 1 Six elements are activated in the model view. Case 2 One element is activated in the model view. C ase 1 Six elements are activated in the model view. First, let me show you how the LDFS result is obtained in case when six elements are activated. How to determine elements to be considered in the LDFS calculation:.

Step 1. In this model, the element , , , , , are selected. Step 2. Among the elements which are connected to the dotted line only at one node, i.

   

 

Midas gen 2015 v2.1 free



    Midas Gen v x86/x64 Free Download Latest Version and Single Link for Windows. It is Also offline Setup and standalone installer and Compressed. midas Civil is a Bridge Design & Analysis software that combines powerful pre-and post-processing features with an extremely fast solver, which makes bridge. Updated: Thursday, August 2, MIDAS GEN: FREE NODES & OVERLAPPING MEMBER CHECK. Updated: Monday, July 30, free node gen overlapping load.


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