
Set up a new 2D steel girder project, name it, select eurocode 0 with the German national annex, set global axis orientation, and configure load options.
Create nodes via table or navigator, define steel 235 material, and set up the IP 500 cross section in a Dlubal RSTAB/RFEM workflow.
Draw a 5-meter member by selecting the IP 500 cross section and defining start and end nodes. Place a pin on the left and a sliding support on the right.
Create a load case, apply a z-direction uniformly distributed force of 30 kilonewtons per meter on the girder, then run the analysis and view results for the IP 500 model.
Display and inspect support reactions after analysis by deactivating loads, adjusting display properties, and viewing nodal forces in a results table, confirming equilibrium and exporting to Excel.
Explore how to view internal forces and deflections in a beam, including moment around the strong axis, shear force diagrams, and vertical deflection visualization using result diagrams and animation.
Design a steel girder to EC3 using the general stability method for lateral torsional buckling, achieving a 34% design ratio under self-weight on a simply supported beam.
Design the girder per EC3 for bending and compression by applying an axial end load, forming a ULS load combination, and evaluating 2D bending with weak/strong axis moments.
Document your steel design by creating a printout report, selecting model data, load cases, and Eurocode 3 steel design, with isometric views.
Create a new 3D model in RSTAB, enable grid display, and define custom grid lines parallel to the axes. Adjust the XY plane to layout the steel frame.
Navigate top, X, and Y views to inspect model, create a center node, and define cross sections Hebb 200, HCA 200, and L 7070 with the default S 235 material.
Draw columns and beams, copy and move nodes, and establish rigid connections to model a complete steel frame; add bracings and assign nodal supports for design insight.
Create two load cases and two load combinations; define self weight and live load, assign imposed category a domestic residential areas, and apply a 1.35 factor with wind and snow.
Master internal forces in structural steel by inspecting support reactions, live load and self-weight effects, and visualize shear, normal, and moment diagrams on selected members using local axis views.
Design steel members per EC3 using the add-on module and load combination one. Explore stability analysis, including lateral torsional buckling and biaxial bending, and review design ratios and mode shapes.
Create a pipe rack project and switch grid to xy plane. Place first node at origin, set width to 1.5 m and length to 17.5 m, then add grid lines.
Divide the beam into 14 equal parts with intermediate nodes, then create secondary beams and copy sections; model vertical and horizontal bracings as truss members in a Dlubal RSTAB workflow.
Model secondary beams and bracings for steel columns by dividing columns into equal parts, creating bracing members (HEB 140 and HA 100), and mirroring across sides.
Create a cantilever on the pipe rack, assign hinge supports, and add HEB 100 bracing between nodes; duplicate in the y direction and prepare the first load case.
Check the model for errors and self-weight deformation, then create member sets to define correct lengths and buckling lengths. View local and global coordinates and ensure consistent member orientation.
Define moment releases for structural members and visualize hinge views to ensure releases match real connections, adjusting hinges and welds for stiffness in beams and columns.
Define and configure load cases and calculation parameters for steel design, including pipe loads, wind, and imperfection cases. Prepare to assign these loads to steel members in upcoming steps.
Assign dead loads from self-weight, cable trays, and pipe loads to cantilevered members using uniform loads of 0.5 kN/m and 2.5 kN/m, plus axial 1.5 kN in global y.
Provide an overview of Eurocodes basics and wind-load calculations, from basic wind velocity to peak velocity pressure, and explain applying surface wind loads with sharp-edged section coefficients.
Define ultimate limit state load combinations per Eurocode 0 for self-weight, live loads, wind, and imperfections; apply gamma_q, K1, and psi0, then copy and adjust cases for x and y.
Define SLS load cases and characteristic combinations in RSTAB, including three cases, dead and leading live loads, wind with 0.6, imperfection, and variations, with and without imperfection checks against Eurocode.
Explore SES buck stability analysis to identify global and local buckling modes through eigenmodes, critical load factors, and effective lengths, and see how bracings improve stability before steel design.
Create a Rs buck load case with permanent loads, run stability analysis, and read the critical load factor to determine the member’s effective buckling length.
Explore stability analysis methods in Eurocode 3 for steel design, including the equivalent member method for prismatic sections, the general method, and seven degree of freedom design for warping torsion.
Perform manual calculations of flexural buckling per EN 1993-1-1 6.3.1 for a HEB 260 column, then compare the results with rstab.
perform a manual lateral torsional buckling calculation per eurocode 6.3.2 (EN 1993) for an IP 220 section under a line load, determine mc, slenderness, and mbr, and validate against software.
Demonstrates manual verification of flexural buckling and lateral torsional buckling for a three-span IP 400 girder under udl and axial load, using Eurocode 3 6.3.3 with moments, zeta factors, and Mcr.
The course 'Steel Design as per Eurocode 3 with Dlubal RSTAB and RFEM' is desgined to help you
a) model and carry out structural steel design using the Eurocode 3 using the general method and the equivalent member method
b) design steel members under torsion using warping torsion add-on
c) review the basics of structural analysis and design of steel members
d) Understand and learn from the common mistakes made by practicing engineers using the Dlubal RSTAB & RFEM
e) Create a detailed printout report for a steel made structure designed in RSTAB & RFEM
f) Learn modeling tips and tricks that help you save time when working in RSTAB and RFEM
g) Carry out desigs of baseplates in Hilti and Autodesk Robot & single footing design using FRILO after finishing the design of structural steel
h) Understand how the rigidity of steel connections affect your structural model using Eurocode 3
i) See and learn in details how a piperack in an industrial plant is designed from A to Z in RSTAB
j) See and learn in details how an 8-storey steel frame is analysed and designed from A to Z in RFEM
k) Receive assignments that cover the topics from basic to advanced ones in RSTAB