For the rectangular beam shown, and the two given profiles, determine the eccentricity at which the tendon is concordant as well as the amount of deflection the structure would experience under these concordant tendon profiles at the harp/low point locations of the tendon (not necessarily the maximums deflections). For deflection, the use of analysis software and/or closed form solutions is allowed. Solve for deflection in terms of constant El terms and a generic prestressing force F. A) 1/2 L/2 3/5 L 3/5 L 1.2 L 2 deflections of interest B) 1/3-13-1/3- 2/5 L 2/5 L -2/5 L 1.2L 4 deflections of interest