1. The document describes the design of a one-way slab using moment coefficients from a figure based on certain conditions being met, such as approximately equal spans and uniformly distributed loads. 2. Limitations for one-way slab design according to the ACI code are provided, such as minimum thickness, shear check, concrete cover, reinforcement spacing, and requirements for shrinkage and temperature reinforcement. 3. An example problem is worked through showing the design of a simply supported one-way slab for a given live and dead load, using the provided moment coefficients and checking reinforcement, shear, and capacity.