NO$.$

TYPE

DESCRIPTION

CLASS

DATE

NAME

$7$

LAB

ECCENTRICALLY

$5555$

LOADED $-$SQUARE SPRING $2024$

LAB ASSIGNMENT $7$: ECCENTRICALLY LOADED SQUARE COLUMN W$/$ MOMENT

COLUMN PROBLEM

Taking the given loading schedule into consideration, design an exterior first$-$floor square column for an office building in Chicago. Provide column cross$-$section dimensions as well as the rebar type and layout. Consider ${}_g=0\mathrm{.}04(4\%).$

After suggesting a cross$-$section that can adequately carry the loads, check whether your designed column can safely carry the moment produced by the given wind loads. Consider $16\text{'}$ as the first floor height.

FLOOR PLAN

CROSS$-$SECTION A$-$A

LOADING SCHEDULE

$\backslash$table$[[$Dead loads,Live loads$],[6"$ roof slab self$-$weight,Snow load: $40l\frac{b}{f}{t}^2$