Prestressed Concrete Design - 10 - Example 4 - Double-Tee Shear Design with ACI 318-19

This example problem is in Module 10 of my Prestressed Concrete Design course (Design for Shear). This example goes through how to calculate the shear contribution and required shear reinforcement (per foot) using ACI 318-19 Simplified and Detailed shear procedures. ACI 318 minimum shear reinforcement requirements and maximum spacing requirements are included. The sample calculations are at the critical section, which falls inside the transfer length for this example. Shear demand and capacity is also plotted along the length of the beam. This example is a continuation of this flexure design example from Module 9: https://youtu.be/rxlzOhsPAcU