Finite Element Analysis (FEA) Matrix

FEA Simulation & Structural Stress Report
60m (200ft) 60m Black Frame Mega-Span Terminal Marquee - 70m Length

Exhaustive structural stress distribution matrix, maximum deflection limits (L/240), and site-specific wind pressure coefficients for Model black-frame-marquee-60m-x-70m.

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Structural Analysis Disciplines

Engineered Limit State Verification for black-frame-marquee-60m-x-70m

Clear Span Envelope60m (200ft) 100% Clear Span × 70m (229ft) Modular by 5m bays
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)
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