Finite Element Analysis (FEA) Matrix

FEA Simulation & Structural Stress Report
12m (40ft) x 140ft Heavy Double-Truss Container Shelter (CT40)

Exhaustive structural stress distribution matrix, maximum deflection limits (L/240), and site-specific wind pressure coefficients for Model container-shelter-ct40-140ft.

Request Stamped Calculation PDF View Product Specifications →
Structural Analysis Disciplines

Engineered Limit State Verification for container-shelter-ct40-140ft

Clear Span Envelope12m (40ft) 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)
Download Signed PE Calculation Document →