$(15$ points$)$ Determine the base plate plan dimension and thickness using the uniform pressure distribution for the given required strength

$f{c}^{\text{'}}=4$ksi

$fy=36$ksi for base plate

$fu=58$ksi for base plate

$fy=50$ksi for wide flange section

$fu=65$ksi for wide flange section

assume $A1=A2$

$(15$ points$)$ Determine the required size of the six anchor rods

Tensile Strength of bolt material Fub$=58$ksi

assume that threads are excluded from shear plane

Design the the anchoring to concrete and determine

the size of footing and the required reinforcing steel

$fy=60$ksi for steel reinforcement

design a fillet weld to connect the W$14$X$99$ to the base plate