(Solved): Problem 10: The maximum concentric axial force (kips) the tied rectangular concrete column in Fig. ...

Problem 10: The maximum concentric axial force (kips) the tied rectangular concrete column in Fig. 6 can carry is most nearly: \[ \begin{array}{c} f_{c}^{\prime}=4 \mathrm{ksi} \text { and } \\ f_{y}=60 \mathrm{ksi} \\ 6 \text { No. } 11 \end{array} \] Fig. 6-Problems \( 9 \& 10 \) \[ 2250 \] \[ 1800 \] \[ 2900 \]