Analytical verification example

Fig. A1-1gk1 = 10.0 kN/m²qk1 = 7.5 kN/m² OfficeQk2 = 5.0 kN/m snowFor the system shown above, the stability analysis is to be carried out and the support moment at the ultimate limit state above column B is to be determined. The load combination is to be carried out in accordance with the standard, taking into account the partial safety factors and combination factors.

Analytical verification example

In the following example, the moment and shear force distributions of a uniaxially stressed solid slab spanning two spans are determined. A freely rotating support is assumed. The loads consist of the dead load gd = 8.5\,\mathrm{kN/m^2} and a live load qd = 7.5\,\mathrm{kN/m^2} acting across each span.The internal forces are calculated for 3 different load combinations:LC1: gd + (qd in spans 1 and 2)LC2: gd + (qd in bay 1)LC3: gd + (qd in bay 2)A span of 5 m and 4 m is assumed for the two fields respectively. The slab thickness is 0.19 m. The geometry of the solid slab is shown in the…

Standards-based verification example

D1.1 Problem StatementA square block foundation for precast reinforced concrete columns is to be designed. The recess in the block foundation is formed using a rough (serrated) formwork surface. The design shall be carried out in accordance with DIN EN 1992-1-1/NA 1.5.2.5 and 1.5.2.6 for loads typical of building construction, which are to be assumed as predominantly static loads.Based on a site investigation report, the following conditions are to be assumed: non-cohesive subsoil, aggressive to concrete, frost-free. Two load cases are derived from the column design:Edge column: uniaxial…