This presentation summarizes the design of one-way slab reinforcement. It defines one-way slabs as having an aspect ratio of 2:1 or greater, where bending occurs along the long axis. For analysis and design, a one-way slab is modeled as a series of rectangular beams side by side. Minimum slab thickness requirements are defined by building codes to control deflection. The presentation includes an example problem demonstrating the full design process for a one-way slab with given parameters.