The model shows the boiler roof with its supporting scaffolding, which is used to support the combustion chamber and loads of approx. 46,000 tons in the coal-fired power plant in Neyveli, Tamil Nadu, India. The scaffolding measures 30.5 m x 30.5 m x 124.0 m and is a central bracing element. The Dlubal customer Voss & Kamb und Partner GmbH, Kaiserslautern was responsible for the structural analysis of the structure and the joints. The 3D model in RSTAB also includes a deformation analysis (© Voss & Kamb und Partner GmbH). It represents sophisticated engineering services for steel structures as well as in industrial and process manufacturing plants.
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Boiler Supporting Structure in Coal-Fired Power Plant
Number of Nodes | 1857 |
Number of Lines | 2709 |
Number of Members | 780 |
Number of Surfaces | 555 |
Number of Load Cases | 19 |
Number of Result Combinations | 44 |
Total Weight | 1315,136 t |
Dimensions (Metric) | 31.900 x 33.100 x 7.850 m |
Dimensions (Imperial) | 104.66 x 108.6 x 25.75 feet |
Program Version | 5.05.00 |

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Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.

In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.

The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.

In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design. Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?
How can treating a connection as fully rigid result in an uneconomical design?
Is it possible to consider shear panels and rotational restraints in the global calculation?
I am calculating a support that is clamped at the base, held in the X direction at the head, and can buckle in the Y direction. I have set the bar shear lengths using node carriers. In the verification, the buckling length values for the calculation are the same, L_(cr,z) = L_(cr,y) = 2.41 m. What am I doing wrong?