Exhaustive structural stress distribution matrix, maximum deflection limits (L/240), and site-specific wind pressure coefficients for Model hangar-48m-span-160m-len.
| Clear Span Envelope | 48m (157ft) 100% Column-Free Span × 160m (524ft) Continuous Hangar Bay |
| Design Code Standard | ASCE 7-16 / Eurocode EN 1991 / IBC 2021 |
| Maximum Stress Ratio (D/C) | < 0.82 (Governed by wind uplift and lateral shear) |
| Deflection Limit SLS | Vertical L/240, Horizontal Lateral Drift H/150 |
| FEA Software Modeling | SAP2000 / ANSYS Structural / RFEM 6 |
| Manufacturing Group | Spanbest Industry Co., Ltd. (Hunan Champion & Guangzhou Tentsen) |