Finite Element Analysis (FEA) Matrix

FEA Simulation & Structural Stress Report
28m (92ft) Span Multi-Lane Logistics Depot Solar Canopy (16-Bay Corporate Array)

Exhaustive structural stress distribution matrix, maximum deflection limits (L/240), and site-specific wind pressure coefficients for Model solar-carport-28m-span-50m-len.

Request Stamped Calculation PDF View Product Specifications →
Structural Analysis Disciplines

Engineered Limit State Verification for solar-carport-28m-span-50m-len

Clear Span Envelope28m (92ft) Covered Bay Span × 50m (164ft) Modular Length (16 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)
Download Signed PE Calculation Document →