DATA:

Plle capacity In compression, $Pa-$

Plle capacity In tension, Pt $-$

$30$tan $=$

Plle capacity In shear, va $-$

$7\mathrm{.}5$ton$=$

ston$-$

GEOMETRY OF PILECAP

Length of pilecap, $BF=,22*ft$

Width of pllecap, HF $-14*ft$

Thickness of pilecap, Th $-4ft$

Depth of pllecap, D $-,5\mathrm{.}3ft$

Surface to top of pilecap, He $-$

Soll density, ${}_s=110$ pcf

Concrete density, $c=150pcf$

Plle Dimenslon:

Shape: Clrcle

Stde: $,18in$

Edge Space $,1\mathrm{.}5ft$

at $x$ :

Edge Space $,1\mathrm{.}5ft$

at $Y$ :

$1\mathrm{.}5ft$

Spacing of pilles along $x=\frac{BF-2**1\mathrm{.}5}{3}$

Spacing of piles along $y\frac{HF-2*1\mathrm{.}5}{2}$

GEOMETRY AND LOADS ON COLUMNS

Combline:

$DL+LL$

What is the maximum compresslon load on the piles?

NOTE: Provide the answer in this format: #### kips