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Finite element analysis for concrete floor plates — deflection, bending moments and shear under uniform load (units: m, kN/m², MPa)
1 – 20 m
80 – 500 mm
Ec = 4700·√fc′ (ACI 318-19), ν = 0.2
0.5 – 50 kN/m²
Along the longer span (finer = more accurate, slower)