该工程为位于曼海姆港口的一座始建于 1924 年的吊车桥梁改建为新式的码头门式起重吊车项目。
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由于可以进行三维建模，所以 RFEM 和 RSTAB 是吊车设计的理想软件。这两款软件为您提供了进行详细分析所需的各种功能，例如考虑杆件和铰的非线性、滑轮等。
运用独立程序 CRANEWAY 可以对桥式或悬挂式吊车的吊车梁根据欧洲规范 EN 1993-6 进行设计，并且包括所有必需的验算和分析设计。
If crane runway girders are designed with flat steel rails, the welding of these rails is always a detail for the design. As a rail fixing, you can generally select between continuous and intermittent fillet weld. The following article provides an overview of the design processes and their specific features, especially when using the EN 1993-6.
The eccentric wheel load application of 1/4 of the rail head width has to be considered only for the fatigue design from damage class S3 according to DIN EN 1993‑6. An additional input option in detail settings allows you to consider this eccentricity for the fatigue design at the ultimate limit state as well. By selecting this option, the design with the eccentric load applied is always considered without regard to the damage class.