Determine the safe axial compressive load for a short, square concrete pier $($like column$)$ with a side

dimension of $2$ ft $.$ Table $2\mathrm{.}1$ provides the allowable unit compressive stress for concrete as $900$ psi $.$

$(25$ Points$)$

Table $2\mathrm{.}1$etermine the safe axial compressive load for a short, square concrete pier $($like column$)$ with a side

dimension of $2$ ft$.$ Table $2\mathrm{.}1$ provides the allowable unit compressive stress for concrete as $900$ psi.

$(25$ Points$)$

Table $2\mathrm{.}1$