Jeremy has been in the process of performing a structural anlysis of the canoe under the most critical loading condition to find the maximum compressive and tensile stresses. These stresses will help determine the design strength of the final concrete mix that the mix design team should achieve. The critical condition consists of 4 paddler loads conservatively assumed 200 pounds each acting at 20%, 35%, 65%, and 80% of the canoe’s length. The self-weight of the canoe and the bouyancy load is parabolically distributed with based on the changing width and geometry with respect to the length of the canoe. From this loading condition, the shear diagram was developed to determine the moment diagram. The moment diagram was found by integrating all of the shear equations between each of paddler loads. The maximum positive and negative moments will be analyzed and used to find the maximum compressive and tensile stresses.