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0 ResultsThe enclosure was evaluated for 125-mph wind loading in accordance with ASCE 7. Wind pressures were calculated analytically and applied as static surface loads in the finite element model. Load cases include wind acting from all four principal directions and roof uplift. Resulting stresses, deflections, and anchorage reactions demonstrate adequate structural capacity with acceptable safety factors.”
jccorreaBPP created this project
6 months ago
0 Geometries 0 Meshes 0 Simulation setups 0 ResultsThe enclosure was evaluated for 125-mph wind loading in accordance with ASCE 7. Wind pressures were calculated analytically and applied as static surface loads in the finite element model. Load cases include wind acting from all four principal directions and roof uplift. Resulting stresses, deflections, and anchorage reactions demonstrate adequate structural capacity with acceptable safety factors.”
