Cruise Terminal | Cruise Center 8 | Warnemünde, Germany
In addition to the cruise terminal located at Berth 7, a second cruise ship check-in terminal was constructed in Warnemünde. There are occasions when three ships may call at the same time.
ROSTOCK PORT GmbH
BASTMANN + ZAVRACKY
BDA ARCHITEKTEN GMBH
INROS LACKNER SE
StructureThe new terminal is a four-sided, transparent filigree structure which includes passport, customs, and ticketing facilities. On the land side, solid box structures for building services and restroom facilities were constructed.
The primary supporting structure includes V-shaped tubular steel columns supporting I-beam truss girders. Due to poor soil conditions in the port area, the columns are further supported on piles.
In addition to the check-in hall, there is a large service building for baggage handling as well as customs, police, and port personnel. The glazed terminal building roof provides a narrow covering over the entire terminal building but has no structural connection to it.
With the trapezoidal building shape, the architect has additionally provided a terminal wharf.
Project LocationAm Passagierkai, Liegeplatz 8
18119 Rostock, Germany
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The support conditions of a beam subjected to bending are essential for its resistance to lateral-torsional buckling.
Extension of the RF-/STEEL Warping Erosion module | Lateral -torsional buckling analyzes of members according to the second -order theory with 7 degrees of freedom
RFEM/RSTAB add-on module RF-/JOINTS Steel-Tower | Hinged connections of lattice tower members according to EC 3
RFEM/RSTAB Add-on Module RF-IMP/RSIMP | Generation of Geometric Replacement Imperfections and Pre-deformed Replacement Structures
RFEM/RSTAB add-on module RF-/JOINTS Steel-Column Base | Hinged and restrained column bases according to EC 3
SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
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