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This table summarizes the bending moments of square plates due to uniform loads in different conditions of support. It shows the bending moment values for plates with varying length-to-thickness ratios (Ly/Lx), and whether the plates are simply supported or fully clamped. The moments are normalized by the formula M = 0.001*q*Lx^2, where q is the uniform load and Lx is the plate length. Higher moments are seen for higher Ly/Lx ratios and for clamped vs simply supported plates.

Author

Yusrifah

Language

EN