SETTLEMENT OF COLUMN FOOTINGS
COLUMN LOAD IN HIPS
o0
gzr
es
50
75
100
|
tw
LEPTH TO RPOGCHK STRATUM FROM SURFACE
Gos
+
g
2
x
hove
SN
&
Pe
S
(50
yy.
+
17S
|
70"
T
|
+
R
|
i
+
|
20
SETTLEMENT
3 2
25
OF
WALL
FOOTINGS
WALL LOAD /(N HIPS PER L/INEAL
5
75
Oo
125
|
DEPTH FO ROCK STRATUM FROM SURFACE 4
Gz
Gas
FOOT
‘5
78
a,
5
3
2
~
SNL
K 70
a
:
x
ee
wes
sg?
oo
4
20
NOTE
THE SETTLEMENT VALUES SHOWN ARE
FOR FOOTINGS FOUNDED AT A OEPTH OF
APPROXIMATELY 3 FEET WITH & BEARING
VALUE OF 3000 L838./35Q. FT.
THE SETTLEMENTS WERE COMPUTED
FOR 4 RATIO OF DEAD LOAD TO TOTAL
£040 OF ONE | FOR OTHER RATIOS OF DEAD
LOAD TO TOTAL LOAD, THE SETTLEMENTS
WiLL BE REDUCED PROPORTIONATELY.
FIGURE 5.9-2
SETTLEMENT ANALYSES
9-78
200
ee
z 45
*
425
2o