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This document provides details on the design and loading of a two-way spanning slab. The slab has dimensions of 6 meters by 10.2 meters with two short edges that are discontinuous. It is subjected to a uniform design load of 17.5 kN/m^2. Bending moment coefficients and resulting bending moments are given for the x- and y- axes in both the positive and negative directions.

Author

Wole Labiran

Language

EN