Answer Happy

The size of the slab shown in Fig. 15.20 is 16 × 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.
Beam 1' strip 8 Slab -16 Figure 15.20 Problem 15.18.
Beam 1' strip 8 Slab -16 Figure 15.20 Problem 15.18.