Metallbaumeister In HFP Practice Questions - Metallbaumeisterin Metallbaumeister Mit Eidgenössischem Diplom (HFP) Maître Constructeur Métallique Exam

Determine the basic velocity pressure qp0 (0.90 kN/m2) adjusted for Zurich's altitude, apply the profile coefficient ch(z) for Terrain Category III at z = 22 m, and multiply by the aerodynamic external pressure coefficients (cpe) for pressure and suction zones Apply a constant uniform wind pressure of 0.50 kN/m2 across the entire facade height regardless of terrain category or building height Use the unreduced wind speed of 130 km/h and multiply directly by the glass area without applying peak pressure coefficients ch(z) Calculate wind actions solely based on the 500-year return period earthquake acceleration spectra according to SIA 261