Renovation of an Existing Water Tower into an Office Building
Customer Project
![[CS] CP 001194 | Renovation of an Existing Water Tower into an Office Building](/-/media/Images/netgenium/thumbnails/2/9/6/6/6/2966620/2966620.png?la=en-US&mw=280&mlid=2D4F0809D4D4457F82F841389157725E&hash=6053BF6989F0DA4678E86D7903327AD94C1E6E6A)
In 1936, a water tower holding 211,000 US gallons was built in Kladno-Rozdělov, Czech Republic. The existing and new supporting steel structure was repurposed as the new VKM a.s. administrative building.
| Structural Design |
Ing. Pavel Korejčík Ing. Jan Mařík, Ph.D.
Ing. Jan Seifert KONSTAT s.r.o. |
Model
Water Tower Structure
The steel tower’s upper portion consists of eight main columns arranged in a regular 39 ft diameter octagon also including cross-bracing. In addition, the steel structure incorporates the auxiliary floor beams, a roof, and windows. The steel tank was placed in the area between the columns.
Reconstruction Description
Project Location
U Vodojemu, Kladno-RozdělovKeywords
Water tank tower Reconstruction
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![[CS] CP 001194 | Renovation of an Existing Water Tower into an Office Building](/-/media/Images/netgenium/thumbnails/2/9/6/6/6/2966620/2966620.png?la=en-US&mw=348&mlid=2D4F0809D4D4457F82F841389157725E&hash=853209349F7D0FB84CA3FEB5B16C2FDDFD1E4468)
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Manual adjustment of the buckling curve according to EN 1993-1-1
The RF-/STEEL EC3 add-on module automatically transfers the buckling line to be used for the flexural buckling analysis for a cross-section from the cross-section properties. In particular for general cross -sections, but also for special cases, the assignment of the buckling line can be adjusted manually in the module input.
SHAPE-THIN | Cold-Formed Sections
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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Programs Used for Structural Analysis
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
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