Finite Element Analysis (FEA) Matrix

FEA Simulation & Structural Stress Report
16m (53ft) x 140ft Heavy Double-Truss Container Shelter (CT53)

Exhaustive structural stress distribution matrix, maximum deflection limits (L/240), and site-specific wind pressure coefficients for Model container-shelter-ct53-140ft.

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Structural Analysis Disciplines

Engineered Limit State Verification for container-shelter-ct53-140ft

Clear Span Envelope16m (53ft) Clear Span × 42m (140ft) Modular Length
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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