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The bridge connects the cities of Solingen and Remscheid. Approximately 120 years of rail traffic and climatic conditions have led to various damage to the structure. Furthermore, the modified requirements of the currently valid standards resulted in deficits in the component designs. Therefore, rehabilitation of the structure for further use of at least 30 years was necessary.
The structural recalculation of the bridge was carried out by IWS Ingenieure. The check of the bridge analysis was carried out by PSP - Professor Sedlacek and Partner using RSTAB.
Check of Structural Analysis:
PSP - Professor Sedlacek und Partner, Dortmund, Germany
www.psp-ingenieure.de
The structural recalculation of the bridge was carried out by IWS Ingenieure. The check of the bridge analysis was carried out by PSP - Professor Sedlacek and Partner using RSTAB.
Check of Structural Analysis:
PSP - Professor Sedlacek und Partner, Dortmund, Germany
www.psp-ingenieure.de
Steel Bridge
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Customer Project / View Only
| Number of Nodes | 3657 |
| Number of Members | 5485 |
| Number of Load Cases | 1459 |
| Dimensions (Metric) | 466.500 x 25.997 x 80.521 m |
| Dimensions (Imperial) | 1530.51 x 85.29 x 264.18 feet |
| Program Version | 8.10.01 |
Customer Project
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Product Feature
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Knowledge Base
Length: 00:00:55 min
Customer Project
Length: 00:00:31 min
Length: 00:00:39 min
Length: 00:00:39 min
Length: 00:00:48 min
Knowledge Base
Length: 00:00:46 min
Knowledge Base
Length: 00:01:04 min
Plate girder is an economical choice for long spans construction. I-section steel plate girder typically has a deep web to maximize its shear capacity and flange separation, yet thin web to minimize the self-weight. Due to its large height-to-thickness (h/tw) ratio, transverse stiffeners may be required to stiffen the slender web.
Plate girder is an economical choice for long spans construction. I-section steel plate girder typically has a deep web to maximize its shear capacity and flange separation, yet thin web to minimize the self-weight. Due to its large height-to-thickness (h/tw) ratio, transverse stiffeners may be required to stiffen the slender web.
The calculation of complex structures by means of finite element analysis software is generally performed on the entire model. However, the construction of such structures is a process carried out in multiple stages where the final state of the building is achieved by combining the separate structural parts. To avoid errors in the calculation of overall models, the influence of the construction process must be considered. In RFEM 6, this is possible using the Construction Stages Analysis (CSA) add-on.
The determined values for the influence ordinates are displayed as decimal numbers with up to six decimal places by default. This is usually sufficient for the influence lines of internal forces.
The RF-MOVE/RSMOVE add-on module does not display any result windows: You can check the created load cases, including loads, in RFEM/RSTAB. Descriptions of the individual moving loads are created on the basis of the respective load increment number.
However, it is possible to modify the descriptions in RFEM/RSTAB. You can export all data in tables to MS Excel.
You can create various load cases with a single mouse click. After the generation, the numbers of created load cases and result combinations are displayed.
Sets of members with moving loads are selected graphically in the RFEM/RSTAB model. You can apply several different types of loads to one set of members at the same time.
By specifying the first load position, you can precisely display the load entering the runway of the continuous member. In the same way, it is possible to define whether a moving load consisting of various load applications is allowed to move beyond the end of continuous members (bridge) or not (crane runway).
The increment of the individual load positions is determined by the number of load cases generated for RFEM/RSTAB. You can also add loads to already existing RFEM/RSTAB load cases so that no additional superposition is required. Several load types are available, for example single, linear and trapezoidal loads as well as load pairs and several uniform concentrated loads.
It is possible to apply the loads in local and global directions. The application can refer to the true member length or to the projection in a global direction.
- Generation of up to 9,999 load cases from moving load positions
- Parameterized load positions of various concentrated and distributed loads
- Summary of several moving loads in one generation case
- Possibility to add loads to the already existing RFEM/RSTAB load cases
- Generation of a result combination to determine the most unfavorable load position
- Possibility to save load specifications for further use in other structures
Is it possible to consider the eccentricity of unsymmetrical line welds for the stress analysis in RFEM 6?
Why does the eHORA map of Austria give different snow loads than your Geo-Zone tool?
In the case of stairs with a complicated geometry, it is often difficult to design welds by using the analytical methods. How can I do this with RFEM?
Does RFEM 6 include the combinations for road bridges according to EN 1991‑2?
How can I display the deformation in the current construction stage and in relation to the initial system in RF‑STAGES?
I have calculated a box girder. Which surface results or surface stresses can I use to evaluate the buckling behavior of the web plates?
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