DATA:

Plle capacity In compression, $P{a}_2-$

Plle capacity In tenston, Pt $-$

Plle capacity in shear, va $-$

$30$ton $-$

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

ston $-$

GEOMETRY OF PILECAP

Length of pilecap, $BF-$

$21*ft$

Width of pllecap, HF $-15*ft$

Thickness of plecap, Th $-4ft$

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

Surface to top of pllecap, He $-$

Soll denslty, ${}_s=$

Concrete density, $=$

$110$ pcf

$150pcf$

Plle DImension:

Shape: Clrcle

Stde: $,18in$

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

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

GEOMETRY AND LOADS ON COLUMNS

Combline:

$DL+LL$

What ls the mintmum load on the piles?

NOTE: Provide the answer in this format: ###$.$# kips for compression or ###$.$# kips for tension