Bearing-Capacity-All-Methods.xls

BEARING CAPACITY OF SHALLOW FOUNDATIONS Terzaghi Method Date Identification

September 6, 2017 Example 6.4

INPUT

Terzaghi Results Units of Measrement E SI or E !ondation 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+ft2 delb+ft) ft

Terzaghi Computations Unit conersion g  ( f 5radians 8 footing conc

1000

a q (

).0116

62.4

c (

40.41

0.4102

 (

2.2

2700 10

 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+ft2 delb+ft) ft

Fa7tor o+ Sa+et0 !(

)

 !"t # a#

 Allowable Column Load  P#

5=ssmed

Meyerhof Computations Unit conersion 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)

10

s (

1.2)

d (  g (

1.12 1.6

s g (

1.2)

d g (

1.12 12) ).1240) 0.72114 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+ft2 delb+ft) ft

Fa7tor o+ Sa+et0 !(

)

 !"t # a#

 Allowable Column Load  P#

5=ssmed

Hansen Computations Unit conersion g  ( f 5radians 8 footing conc

)2.67

62.4

c ( sc (

0.410

dc (

1.27

)744

 (

20.6)

10

s (

1.)7

d (

1.1?

 g (

17.6?

s g (

0.71

d g (

1.00 0.72114 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 Measrement E SI or E

'earin- $apacit/  lt ( 12,)) lb+ft2 a( ,01) lb+ft2

!ondation 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.

=lloable $olmn *oad A( 42 @

lb+ft2 delb+ft) ft

Vesic Computation Unit conersion g  ( f 5radians 8 footing conc

1000

c (

)2.67

62.4

sc (

1.6)

0.410207

dc (

1.27

2700

 (

20.6)

10

s (

1.60

d (  g (

1.1? 2.??

s g (

0.60

d g (

1.00 1 0.666667

'+* ( @( s :D9 ( g9(

246 12)