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Two Way Plate Under Distributed Load (two way slab)
kN/m2 mm Lx = Information E0 = Ly = mm MPa mm t = 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 XUnits: Shear- kN/m; moment - kN.m/m; deflection - mmMxy = twisting moment may be used to add to the effect of orthogonal moments Mx and My for the purpose of determing the steel reinforcement Rectangular Concrete Tanks , 5th Edition, Portland Cement Association
Supports
Mxmin = kN.m/m kN.m/m Maximum Internal Forces Mxmax = Mymin = kN.m/m kN.m/m kN/m Dmax = mm Mymax = kN/m kN/m kN/m Qymin = Qxmin = Qymax = Qxmax =
Plate is analysed by Finite Element Method (Bilinear Mindlin Bending Plate Element) Concepts and Applications of Finite Element Analysis, 3rd Edition, Cook, R. D., John Wiley & Sons Reference:M y = moment per unit width, stretching the fibers in Y - directionMx = moment per unit width, stretching the fibers in X - direction Two-Way Plate (FEA)Review Report