Beam 00 ܠܠܠܠܠܠܠ 1' strip 8 Slab -16 Figure 15.20 Problem 15.18. The size of the slab shown in Fig. 15.20 is 16 x 8 ft; i

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Beam 00 ܠܠܠܠܠܠܠ 1' strip 8 Slab -16 Figure 15.20 Problem 15.18. The size of the slab shown in Fig. 15.20 is 16 x 8 ft; it is supported by the beam AB, which is fixed at both ends. The uniform dead load on the slab (including its own weight) equals 100 psf, and the uniform live load equals 80 psf. Design the section at support A of beam AB using f'c = 4ksi, fy = 60 ksi, bw =14 in., h = 24 in., a slab thickness of 5 in., and the ACI Code requirements.