For all problems:

$f_c^{\text{'}}=3$ksi,$f_y=60$ksi

Design a square tied column to carry axial loads of $225k$ dead load and $225k$ live load.

Sketch your design, including rebar, dimensions, and tie information.

${}_g=3\%$

Design a square footing to support the column in Problem #$1.q_s=4ksf.$

For the continuous one$-$way slab, find the following:

a$.$ Slab thickness

b$.$ Rebar at locations B & G

c$.$ Shrinkage and temperature steel

Live $=300psf$ Floor mech. $=120psf,b_w={12}^{\text{'}\text{'}}(typ)$