Our projects: Silos
Ash silos in Estonia
Numerical calculations (GMNIA) for two CC3 class steel silos, carried out in co-operation with SBD s.c. by the company Monta Sp. z o.o. in Estonia
- Calculations for CC3 class silos taking into account major thermal actions
- Numerical dimensioning with use of GMNIA method pursuant to EN 1993-1-6
- Determination of the static equilibrium path of the structure along with shell optimisation
- Manual verification of the results of numerical analysis
- Calculations and documentation pursuant to EN in English language
Steel aggregate transfer station in Austria
Executive documentation for steel structure of aggregate transfer station along with connection static analysis
- Gravel container of 50 m3 capacity
- Stone container of 80 m3 capacity with a swing-out horizontal scaffolding
- Supporting structure for all elements including stone crusher
- Working platforms with stairs and handrails
- DIN documentation in German
Barite silos in Venezuela
Static and strength calculations for barite silos mounted on barges
- Numerical dimensioning of silos
- Taking into account the influence of waving and tilting of the structure
- Structure optimisation
- Manual verification of the obtained results
- Calculations pursuant to EN in Polish language
Sand silo - Switzerland
Static calculations and executive documentation of a sand silo
- Static and strength calculations for the silo
- Preparation of working documentation along with sheet metal cut-outs
- DIN-EN documentation in German
Supporting structure for a silo in Germany
Static analysis of connections and working documentation of the supporting structure of the silo and working platforms- Static analysis for bolted and welded connections
- Working documentation for supporting structure
- Working documentation for working platforms
- DIN-EN documentation and calculations in German
Ash silo in Poland
Static analysis for an ash silo of a capacity of over 2500m3- Complete MES model of silo with ribs and perimeter rings
- Stress analysis of the whole structure
- Calculations of shell bearing capacity in accordance with PN-EN and of the bearing capacity of vertical ribs in accordance with ECCS
- Construction optimisation