Two Way Plate Under Distributed Load (two way slab)

General Tools

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kN/m² mm L_x = Information E₀ = L_y = mm MPa mm t = Uniform Loading Triangular Loading q = m =

This function is suitable for thick plate, especially for reinforced concrete slab Notes:Q_y = shear per unit width, on the plane perpendicular to axis YQ_x = shear per unit width, on the plane perpendicular to axis X

Units: Shear- kN/m; moment - kN.m/m; deflection - mmM_xy = twisting moment may be used to add to the effect of orthogonal moments M_x and M_y for the purpose of determing the steel reinforcement Rectangular Concrete Tanks , 5^th Edition, Portland Cement Association

Supports

M_xmin = kN.m/m kN.m/m Maximum Internal Forces M_xmax = M_ymin = kN.m/m kN.m/m kN/m D_max = mm M_ymax = kN/m kN/m kN/m Q_ymin = Q_xmin = Q_ymax = Q_xmax =

Plate is analysed by Finite Element Method (Bilinear Mindlin Bending Plate Element) Concepts and Applications of Finite Element Analysis, 3^rd Edition, Cook, R. D., John Wiley & Sons Reference:M_y = moment per unit width, stretching the fibers in Y - directionM_x = moment per unit width, stretching the fibers in X - direction Two-Way Plate (FEA)Review Report