- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
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- Modeling and Designing Steel Towers by Using RFEM
- Online Training | Eurocode 3 | Steel Design According to PN-EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- RFEM | Normative Steel Design with Eurocode 3
- Eurocode 3 | Steel structures according to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel structures according to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to EN 1993-1-1
- Eurocode 3 | Steel Structures According to EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to EN 1993-1-1
- Free Eurocode 3 training | Steel design according to PN-EN 1993-1-1
- Eurocode 3 | Steel Structures According to EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
- Eurocode 3 | Steel Structures According to DIN EN 1993-1-1
Steel Mast
Number of Nodes | 139 |
Number of Lines | 315 |
Number of Members | 315 |
Number of Surfaces | 0 |
Number of Solids | 0 |
Number of Load Cases | 198 |
Number of Load Combinations | 0 |
Number of Result Combinations | 1 |
Total Weight | 6.347 tons |
Dimensions (Metric) | 7.842 x 28.000 x 7.842 m |
Dimensions (Imperial) | 25.73 x 91.86 x 25.73 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
The Dlubal structural analysis software does a lot of work for you. The input parameters, which are relevant for the selected standards, are suggested by the program in accordance with the rules. Furthermore, you can enter response spectra manually.
Load cases of the type Response Spectrum Analysis define the direction in which response spectra act and which eigenvalues of the structure are relevant for the analysis. In the spectral analysis settings, you can define details for the combination rules, damping (if applicable), and zero-period acceleration (ZPA).
Did you know that Equivalent static loads are generated separately for each relevant eigenvalue and excitation direction. These loads are saved in a load case of the Response Spectrum Analysis type and RFEM/RSTAB performs a linear static analysis.
The load cases of the type Response Spectrum Analysis contain the generated equivalent loads. First, the modal contributions have to be superimposed with the SRSS or CQC rule. In this case, you can use the signed results based on the dominant mode shape.
Afterwards, the directional components of earthquake actions are combined with the SRSS or the 100% / 30% rule.
- Design of five types of seismic force-resisting systems (SFRS) includes Special Moment Frame (SMF), Intermediate Moment Frame (IMF), Ordinary Moment Frame (OMF), Ordinary Concentrically Braced Frame (OCBF), and Special Concentrically Braced Frame (SCBF)
- Ductility check of the width-to thickness ratios for webs and flanges
- Calculation of the required strength and stiffness for stability bracing of beams
- Calculation of the maximum spacing for stability bracing of beams
- Calculation of the required strength at hinge locations for stability bracing of beams
- Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
- Design check of column and brace slenderness ratios