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The document contains tables providing formulas and coefficients for calculating deflection (Δ), bending moments (My-, My+, Mx-, Mx+), and other values for the design of rectangular solid slabs supported along the perimeter and subjected to uniform distributed loads (u=0.20). The tables provide these formulas and coefficients for varying ratios of Lx/Ly (the side lengths of the slab) from 1.00 to 0.50. Formulas are given for calculating deflection, bending moments, and other values as functions of the load

Author

Marite Chávez

Language

EN