The construction site has excellent infrastructure and is located directly next to a motorway. Design of the soil properties showed that the soil was mixed with rubble, concrete debris, and surface water. For this reason, a two-stage drainage system was installed. The lower part keeps layer water away, while the upper part protects against rainwater.
By using RFEM, it was possible to ensure that a crane and a 50-ton 3-axle mixer could drive on the constructed concrete base slab without deformation or cracking.
The steel connections were designed using the “Steel Joints” add-on. Based on the poor soil conditions, the “Geotechnical Analysis” and “Construction Stages Analysis (CSA)” add-ons were indispensable. In addition, the “Structure Stability,” “Concrete Design,” “Steel Design,” and “Warping Torsion (7 DOF)” add-ons were used.
| Location | Kostia Stepankova St. Khmelnytskyi 29000 Ukraine |
| Investor | LTD. STIMMA, Sergiy Paraska |
| Structural Analysis | PPVP KARKAS, Khmelnytskyi Ukraine Email: [email protected] |