Simplified Design for Beams and One-Way Slabs - Simplified Design of Reinforced Concrete Buildings - page 71

1000

h = 48”

900

h = 44”

h

800

h = 40”

b

700

h = 36”

600

h = 32”

500

h = 28”

400

h = 24”

300

h = 20”

200

h = 16”

h = 12”

100

0

12 16 20 24 28 32 36 40 44 48
b(in.)

Figure 3-14 Dimensions of Rectangular Cross Section to Neglect Torsion (f' c = 4 ksi)