sixpack Lift Station in Filzmoos, Austria
A modern 6-seater chairlift called sixpack Mooslehen opened in Filzmoos, Austria on December 17, 2021, right on time for the start of the ski season. The construction time for the entire project was only six months. The company m3-ZT, an Austrian customer of Dlubal, was responsible for the structural analysis, using the FEA program RFEM.
|Project Management||the Moosleitner family|
The new valley station was built at 3,468 ft, the new mountain station at 4,452 ft. The aerial lift climbs exactly 300 m (984 ft) and its 43 chairlifts take up to 2,000 people per hour to the top of the mountain.
Construction of the Valley Station
The station's main supporting structure consists almost entirely of grade S 235 steel. S 355 steel was used only for the bracings and some slender columns. A total of about 87 tons of steel were used. The station's main dimensions are L x W x H = 141 x 92 x 33 ft. The facade, which includes large glass surfaces, was clad with timber. The maximum snow load was set at 1,080 lb per 10.8 square feet.
The new elevated passenger ropeway meets modern standards and takes skiers up the mountain quickly and comfortably.
Project LocationFilzmoos 114
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RF-/PLATE-BUCKLING Add-on Module for RFEM/RSTAB | Plate Buckling Analysis for Plates with or Without Stiffeners According to 1993-1-5
RF-/STEEL Fatigue Members Add-on Module for RFEM/RSTAB | Fatigue Design of Members According to EN 1993-1-9
RF-IMP/RSIMP Add-on Module for RFEM/RSTAB | Generation of Equivalent Geometric Imperfections and Pre-Deformed Initial Structures
RF-/STEEL Warping Torsion Module Extension | Lateral-Torsional Buckling Analysis of Members According to Second-Order Analysis with 7 Degrees of Freedom
RF-/JOINTS Steel - Tower Add-on Module for RFEM/RSTAB | Hinged Connections of Lattice Towers According to EC 3
RF-/TOWER Effective Lengths Add-on Module for RFEM/RSTAB | Determination of Effective Lengths for Lattice Towers
RF-/JOINTS Steel - Column Base Add-on Module for RFEM/RSTAB | Hinged and Restrained Column Bases According to EC 3
RF-LOAD-HISTORY Add-on Module for RFEM | Consideration of Plastic Deformations from Previous Load Conditions
RF-/FE-LTB Add-on Module for RFEM/RSTAB | Lateral-Torsional Buckling Analysis According to Second-Order Analysis (FEM)
RF-/STEEL NBR Add-on Module for RFEM/RSTAB | Design of Steel Members According to ABNT NBR 8800: 2008
RF-/CAVITY Add-on Module for RFEM/RSTAB | Ultimate Limit State Design of Welded Hollow Section Connections According to EC 3
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