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CAD Software Store. Cart 0. Go to Cart Checkout. Autodesk Autodesk Products. Autodesk Robot Structural Analysis Professional System Code dactivation autodesk robot structural analysis professional 2014 free download. Processor Basic: 2. NET Framework. NET Framework version 4.
About Autodesk Robot Structural Analysis Professional If you need to perform accurate, constructible design, you will need a powerful software for structural load analysis. Robot Structural Analysis Professional will help you create well-coordinated, more resilient projects. You can create BIM-connected designs using a bunch of ibis paint x download for windows 10 workflows for collaborative work letting all teammates share and exchange data through Revit. As a result, you get a set of powerful tools developed with professional engineers and designers in mind.
Specialists can use different Robot Structural Analysis Professional features to test non-linear and static structures, use code-checking functionality, and build both imperial and metric codes. Robot Structural Analysis Professional Features After you buy and download Autodeskk Structural Analysis Professionalyou can access an extensive set of instruments. It helps to manage the following: Create parametric structures; Extract results directly from the program; Perform analysis and launch code-checking process.
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Перейти на страницу ability to perform harmonic analysis as well as generate and view good results. Features to perform different types of designs despite the complexity as well as handle code-based simulations. The software delivers a full set of analyses, either linear or non-linear, with the ability to process data accordingly. Specialists can create accurate designs that look code dactivation autodesk robot structural analysis professional 2014 free download and precise.
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Theoretical areas [1] Robot bottom reinf. As1 8. Theoretical required areas of reinforcement in beam. In this section, the same example is calculated for different national editions of Eurocode 2.
The results of calculations are compared in the table below, along with the values of coefficients, which allow you to understand the possible differences of reinforcement area for different NADs.
However, the manual calculations carried out show that the results are correct for all cases. The values in the midspan, compared with [1], are presented in the table below. As1 As2 2. The results of calculations are compared in the table below, along with the values of coefficients which allow you to understand the possible differences for different NADs. As1- top reinf. The results of calculation are compared in the table below, along with the values of coefficients, which allows you to understand the possible differences for different NADs.
As1 3. As2 4. In this section, the same example is calculated for different national editions of the Eurocode 2. The results of calculation are compared in the table below, along with the values of coefficients which allows you to understand the possible differences for different NADs. However, the manual calculations carried out showthe results are correct for all cases. In this example, the results of the program are compared against the manual calculations presented.
Set proper concrete and steel in Calculation Options. Set allowable stirrups spacings to: 0. The value calculated by the program may be found as the shear capacity in the point where shear reinforcement is placed in maximum allowable spacings e.
The shear reinforcement should be distributed along the length 1. Using equation 6. Manual Robot calculation Shear capacity VRd , s In this example, the results of the program are compared against the results presented in [1].
However, slight modification of the example published in [1] is done for the sake of this verification. The authors of [1] calculate the deflection taking into account the influence of shrinkage. This is not the case in Robot program. In order to enable the comparison of the results, the reference value of final deflection is obtained by means of recalculation of deflection, neglecting the shrinkage effects but using other partial results presented in [1].
Set proper concrete in Calculation Options. This is because the example in [1] concerns the SLS effects only, while Robot calculates the reinforcement for ULS and SLS in this case, the deflection is additionally limited by the program. For the sake of only-deflection analysis, the reinforcement should be modified manually to the form as assumed in [1]. Since we analyze only deflection here, the transversal reinforcement may be deleted Fig. Slight discrepancy is a result of small difference in elastic modulus of concrete.
In [1], the reinforcement is assumed a priori. We analyse the part of the example where the total moments are determined based on two methods: the nominal curvature method and the nominal stiffness method.
The total moment calculated with Robot program is verified against the results in [1] and possible differences are discussed. The model of the frame with the analyzed column AB. The direction considered is direction Y the unidirectional bending option will be enabled in next steps. Since the presented example concerns the comparison of second-order analysis, the reinforcement should be modified to the same form as in [1] see Fig.
The corrected values are presented here in parentheses. It has been found that the results for all NADs are exactly the same as for general edition of Eurocode 2, except of the EN DK NA code, where the nominal curvature method is not used.
The Robot gives proper value of J c. Due to this, the Kc coefficient, being a function of design strength varies, and thus varies the stiffenes EJ. For nominal stiffness method, the discrepancy is found due to the value of coefficient describing moment distribution assumed in Robot.
Since the exact distribution of moment along the height of the column is not known in the program, more unfavorable case is chosen, thus greater total moment is calculated by the program. The calculations have also been carried out for different NADs available in Robot and compared against the general edition of the code.
The slab shoud be of proper size, so the column is not located at any of its edges. Define the thickness of the slab in FE Thickness dialog Fig.
Set proper concrete type. From the left-hand side list, select materials and then use Modification button Fig. On the Concrete Tab set the parameters for new concrete type and use Add button. Define new reinforcement pattern in the Plate and Shell reinforcement type. On the Materials tab, check the option As in structure model for concrete. Set proper cover of bars on the Reinforcement tab Fig.
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