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$\text{'}$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