Finite Element Analysis (FEA) Matrix

FEA Simulation & Structural Stress Report
60m (200ft) Span Dual-Rink Ice Hockey Arena Dome - 260m Length

Exhaustive structural stress distribution matrix, maximum deflection limits (L/240), and site-specific wind pressure coefficients for Model air-dome-60m-span-260m-len.

Request Stamped Calculation PDF View Product Specifications →
Structural Analysis Disciplines

Engineered Limit State Verification for air-dome-60m-span-260m-len

Clear Span Envelope60m (200ft) Zero-Column Span × 260m (852ft) Continuous Enclosure
Design Code StandardASCE 7-16 / Eurocode EN 1991 / IBC 2021
Maximum Stress Ratio (D/C)< 0.82 (Governed by wind uplift and lateral shear)
Deflection Limit SLSVertical L/240, Horizontal Lateral Drift H/150
FEA Software ModelingSAP2000 / ANSYS Structural / RFEM 6
Manufacturing GroupSpanbest Industry Co., Ltd. (Hunan Champion & Guangzhou Tentsen)
Download Signed PE Calculation Document →