Membrane Roof Structure on the Banks of the Elbe in Dresden, Germany
Every summer, movie nights and other events take place on the banks of the Elbe in Dresden. The more than 55 film events and numerous concerts with national and international artists are attended by more than 200,000 guests.
PAN Veranstaltungslogistik und Kulturgastronomie GmbH
zapf & co. - Structural Engineering GmbH, Strausberg
Karsten Daedler e. K.
|Planning & Assembly Management||
StructureThe new membrane roof structure has a total area of 12,917 ft². The nine main curved trusses, spaced at 20 ft on-center, are made of glued laminated timber. They are supported on V-shaped steel tube columns.
The coupling and compression members for the longitudinal bracing also consist of steel pipes. The tension cables are round RD 16 sections. The structure is covered with a fabric membrane on the upper side of the glued laminated timber truss.
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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-/JOINTS Timber-Timber to Timber | Design of direct timber connections according to Eurocode 5
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
RF-/PLATE-BUCKLING Add-on Module for RFEM/RSTAB | Plate Buckling Analysis for Plates with or Without Stiffeners According to 1993-1-5
RFEM/RSTAB add-on module RF-/TOWER effective lengths | Determination of effective lengths of lattice towers
RFEM/RSTAB add-on module RF-/TIMBER AWC | Design of members made of timber according to ANSI/AWC NDS-2015 (US standard)
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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Stress analysis of steel members