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The verification example describes pressure loads on the walls of buildings in tandem arrangment located at ground level. Buildings are simplified to rectangular objects and scaled down while maintaining elevation ratios. The pressure distribution on the walls of the model of a medium-high building was conducted by experiment. Chosen results (pressure coefficient Cp) are compared with the measured values.
The verification example describes the steady-state flow around a high-rise building in city blocks (scaled model). The example is given by the Architectural Institute of Japan (AIJ). Chosen results (velocity magnitude) are compared with the measured values.

The verification example describes the steady-state flow around an isolated building (scaled model).The example is given by the Architectural Institute of Japan (AIJ). Chosen results (velocity magnitude) are comparedwith the measured values.

Determine the allowable axial compressive strength of a pinned 8 ft long beam of various cross-sections made of Alloy 6061-T6 and laterally restrained to prevent buckling about its weak axis in accord with the 2020 Aluminium Design Manual.
Verify that a beam of different cross-sections made of Alloy 6061-T6 is adequate for the required load, in accord with the 2020 Aluminium Design Manual.

This verification example compares wind load calculations on a flat roof building by means of the ASCE 7-16 standard and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile taken from the ASCE 7-16 standard.

This verification example compares wind load calculations on a duopitch roof building by means of the ASCE 7-16 standard and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch and the inflow velocity profile taken from the ASCE 7-16 standard.

A sphere is subjected to uniform flow of viscous fluid. The velocity of the fluid is considered at infinity. The goal is to determine the drag force. The parameters of the problem are set so that the Reynolds number is small and the radius of the sphere is also small, thus the theoretical solution can be reached - Stokes flow (G. G. Stokes 1851).

The verification example compares wind load calculation on the building with flat roof by means of the standardEN 1991-1-4 and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch  and the inflow velocity profile is taken according the standard EN 1991-1-4.

The verification example compares wind load calculation on the building with duopitch roof by means of the standardEN 1991-1-4 and by means of CFD simulation in RWIND Simulation. The building is defined according to the sketch andthe inflow velocity profile is taken according the standard EN 1991-1-4.

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