BEARING CAPACITY OF SHALLOW FOUNDATIONS Terzaghi Method Date Identification
September 6, 2017 Example 6.4
INPUT
Terzaghi Results Units of Measrement E SI or E !ondation Information S"ape '( *( D(
S# S# S#, $I, $%, or &E ) ft ft 2 ft
Soil Information c( p"i ( -amma ( D (
0 )1 12) 10
!actor of Safet/ !(
2.
Bearing Capacity !"t # $%&'( ")*+t,' a# -%... ")*+t,' Allowable Column Column Load Load P# -' /
lb+ft2 delb+ft) ft
Terzaghi Computations Unit conersion g ( f 5radians 8 footing conc
1000
a q (
).0116
62.4
c (
40.41
0.4102
(
2.2
2700 10
g (
2).72 12) 1.) 0.4
g9( coefficient 31 ( coefficient 3) ( s :D9 (
246
BEARING CAPACITY OF SHALLOW FOUNDATIONS Me0erho+ Method Date Identification
September 6, 2017 Example 4;2
INPUT Meyerhof Results
U1it2 o+ Mea2!re3e1t
5
E SI or E
Bearing Capacity Fo!1datio1 I1+or3atio1 S"ape '( *( D(
&E ) 4.16 2
S#, $I, $%, or &E ft ft ft
Soi" I1+or3atio1 c( f ( g ( D (
0 )1 12) 10
lb+ft2 delb+ft) ft
Fa7tor o+ Sa+et0 !(
)
!"t # a#
Allowable Column Load P#
5=ssmed
Meyerhof Computations Unit conersion g ( f 5radians 8 footing conc
44%56' ")*+t,' -%..4 ")*+t,'
1000
c (
)2.67
62.4
sc (
1.4
0.410
dc (
1.24
)744
(
20.6)
10
s (
1.2)
d ( g (
1.12 1.6
s g (
1.2)
d g (
1.12 12) ).1240) 0.72114 0.666667
g9 ( >p ( '+* ( D+' ( s :D9 (
246
4 /
BEARING CAPACITY OF SHALLOW FOUNDATIONS Ha12e1 Method Date Identification
September 6, 2017 Example 4;2
INPUT Hansen Results
U1it2 o+ Mea2!re3e1t E SI or E
Bearing Capacity Fo!1datio1 I1+or3atio1 S"ape '( *( D(
&E ) 4.16 2
S#, $I, $%, or &E ft ft ft
Soi" I1+or3atio1 c( f ( g ( D (
0 )1 12) 10
lb+ft2 delb+ft) ft
Fa7tor o+ Sa+et0 !(
)
!"t # a#
Allowable Column Load P#
5=ssmed
Hansen Computations Unit conersion g ( f 5radians 8 footing conc
)2.67
62.4
c ( sc (
0.410
dc (
1.27
)744
(
20.6)
10
s (
1.)7
d (
1.1?
g (
17.6?
s g (
0.71
d g (
1.00 0.72114 0.666667 0.666667 1
1000
4(%8$6 ")*+t,' -%8-4 ")*+t,'
'+* ( D+' ( @( ( c
1.46
-c (
1
bc (
1
i (
1
- (
1
b (
1
ig (
1
-g (
1
bg (
1 12)
g9 ( s :D9 (
246
40 /
BEARING CAPACITY OF SHALLOW FOUNDATIONS 9e2i7 Method Date Identification
September 6, 2017 Example 6.4
INPUT
Vesic Results Units of Measrement E SI or E
'earin- $apacit/ lt ( 12,)) lb+ft2 a( ,01) lb+ft2
!ondation Information S"ape '( *( D(
S# S#, $I, $%, or &E ) ft ft 2 ft
Soil Information c( p"i ( -amma ( D (
0 )1 12) 10
!actor of Safet/ !(
2.
=lloable $olmn *oad A( 42 @
lb+ft2 delb+ft) ft
Vesic Computation Unit conersion g ( f 5radians 8 footing conc
1000
c (
)2.67
62.4
sc (
1.6)
0.410207
dc (
1.27
2700
(
20.6)
10
s (
1.60
d ( g (
1.1? 2.??
s g (
0.60
d g (
1.00 1 0.666667
'+* ( @( s :D9 ( g9(
246 12)