CE $513$ Homework$-2$

In the first assignment, considering the ground floor columns of the building you modeled in the Sap$2000$ program;

Determine the most unfavorable loading condition on the columns from the following combinations.

Calculate the longitudinal reinforcement and stirrups for the columns.

Model the columns in the Section Designer, compare the moment carrying capacity of the columns with the moments on the columns, and determine whether the column sections are sufficient or not.

Combinations:

$\backslash [$

$1\mathrm{.}4\backslash$mathrm$\{$G$\}+1\mathrm{.}6\backslash$mathrm$\{$Q$\}$

$\backslash ]$

G$+$Q$-$EXP

$0\mathrm{.}9$G$+$EXN