Homework $6-$ Slender Wall Analysis

Design the wall for out$-$of$-$plane wall loading per TMS $402$ Sec. $9\mathrm{.}3\mathrm{.}5$ and ASCE $7$ Sec. $12\mathrm{.}11,$ by specifying a reinforcing size and spacing $($assume a single layer of reinforcement$).$ You may use either the first order analysis of section $9\mathrm{.}3\mathrm{.}5\mathrm{.}4\mathrm{.}3$ or the second order analysis per section $9\mathrm{.}3\mathrm{.}5\mathrm{.}4\mathrm{.}2.$ You do not need to check both methods for this assignment.

The given values for the site and wall are as follows:

$10"$ Nominal CMU Wall w$/$ Type M Portland Cement Mortar, laid in running bond

Normal Weight CMU $(125$ pcf$)$

$f_m^{\text{'}}=2,000$ psi

ASTM A$615$ Gr$.60$ steel

$S_{DS}=0\mathrm{.}85$

$I_e=1\mathrm{.}0$

If the $S_{DS}$ of the site were $1\mathrm{.}0$ instead of $0\mathrm{.}85,$ determine the amplified moment, $M_u$ per section $9\mathrm{.}3\mathrm{.}5\mathrm{.}4\mathrm{.}3.($You do not need to re$-$evaluate the adequacy of the wall reinforcing. Use the reinforcement you determined in part $11.$

Wall Section