For the following problems, unless otherwise noted, concrete is normal weight and steel is uncoated grade 60 (fy
=60,000
psi). 5-1. Determine the tension development length required for the No. 8 bars in the T-beam shown in Figure 3-11 of Example 3-4. Use f'c
=3000
psi. Assume that the No. 3 stirrups are spaced at 8 in. throughout. Concrete is normal weight. Neglect the compression steel. Eigura 2_11 nacien elatah fre Evamnla 2_A