Details of an asymmetrically reinforced rectangular column section are given in Figure Details of an asymmetrically reinforced rectangular column section are given in Figure

$10\mathrm{.}13(3).$ The column is subjected to uniaxial bending about the $x-$axis. For the given

eccentricity, compute $N_u.$

Note that $A_{st}=4N24$ and $A_{sc}=3N24.$ Take $f_c^{\text{'}}=32$MPa. You may use the approximate

approach.

Figure$\mathrm{.}10\mathrm{.}13.(3)$ Details of asymmetrically reinforced rectangular column section

Note: all dimensions are in mm $.$

$10\mathrm{.}13(3).$ The column is subjected to uniaxial bending about the x$-$axis. For the given

eccentricity, compute $\backslash$phi Nu $.$

Note that Ast $=4$ N$24$ and Asc $=3$ N$24.$ Take cf $=32$ MPa. You may use the approximate

approach

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