20
t
40
EO
PILE
Se
CAPACITY
$M
100
20
TOMS
tO
NO SUPPOAT consneReo|
ABOVE
PIPE
20
YX
4O
~~
|
JO
go
\
|
|
=,
GRADE
ee
ASSUMPTIONS:
|
|
L
2o
40
6O
ABOVE
/N FEET SELOW FINAL
PILES
\
T
rt
NO SUPPORT CONMS/DE
|
|
PILE
CAPACITY
ao
00
5S FEET.
{NW
‘fO
TONS
AO
STEEL
Oa
20
iN
30
NOMINAL SIZE OF PILE /W INCHES
40
Je
69
awe
OL
—™.
70
NOTE
TWh INDICATED CAPACITIES APPLY TO THE TOTAL OF
Ait EXATERNALLY APPLEOD FEAL LOADS; THE TOTAL OF
ALi DESIGN LOADS, OEAD, LWVE, ANO OVERTUANING, MAY
EXCEZED THESE KYRLUES AY ONE-THIRD.
5 -8h.
200
DQ
|
|
|
a
T
Nat
DIAMETER
OF PILE IN INCHES
JO
70
1
|
180
-
GRADE
FINAL
(N FEET BELOW
DEPTH
3S FEET.
PIES DRIVEN OPEN ENDED, CLEANED ONLY
TO APPROXIMATELY [2 FEET FROM THE BOTTOM,
AND CONCRETE POURED IN SECTION ABOVE /2 FT.
DEPTH
160
TT
FIGURE 5.9-5
Pile Capacities
0
H
(82
PILES
200