DATA:

Pile capacity In compresslon, $Pa-$

Plle capacity In tension, Pt $-$

Plle capacity in shear, va $-$

$30$ton $-$

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

ston $-$

GEOMETRY OF PILECAP

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

Width of pllecap, HF $-14.$ft$.$

Thickness of pilecap, Th $-4ft$

Depth of pllecap, D $-6.ft$

Surface to top of plecap, He $-$

Soll denslty, ${}_s=110$ pcf

Concrete denslty, $=,150pcf$

Spacing of piles 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:

$DL+LL$

Assuming that all pilles take same shear force. What is the maxdmum shear at one pile?

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