Beam 1' strip 8 Slab -16 Figure 15.20 Problem 15.18. Beam 1' strip 8 Slab -16 Figure 15.20 Problem 15.18.

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Beam 1 Strip 8 Slab 16 Figure 15 20 Problem 15 18 Beam 1 Strip 8 Slab 16 Figure 15 20 Problem 15 18 1 (17.88 KiB) Viewed 30 times

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 2 (17.88 KiB) Viewed 30 times

Beam 1 Strip 8 Slab 16 Figure 15 20 Problem 15 18 Beam 1 Strip 8 Slab 16 Figure 15 20 Problem 15 18 3 (17.88 KiB) Viewed 30 times

Beam 1' strip 8 Slab -16 Figure 15.20 Problem 15.18.
Beam 1' strip 8 Slab -16 Figure 15.20 Problem 15.18.