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Extracted text: Consider the following simply supported beam with a concentrated dead load acting at a distance of 6 feet from support A. Live load is uniformly distributed, w 2.7 k/ft. Sustained live loads acts for 43 months and is 16% of the live load. Neglect the self weight of the beam. Calculate the long term deflection. Hint: You can add the bending moment and deflections for point loads and distributed loads from the chart to find the total bending moment and deflections. Given: fy = 60 ksi, fc'=3000 psi, n= 8. L= 18 ft x = 6 ft Po = 38 k As = 5.8 in2 PD A 24 in. As L 1 3 in. 16 in.