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ity Equations
m0.5B =
m2L =
m0.5Df =
3F..!t/m3
mD"
tion of Bearing Capicity
s on t$e s$ape of Footing
pens on &oa ang&e (it$ t$e )ertica& *+,
ens on t$e s&op of t$e Eart$
ns on founation &e)e& Df
-q
Hansen Equation2./1"1.21
esic's Equation03.12"
0.000".305!q =
".0000".0000iq =
onta& (it$ t$e Footing
q7-q7!q78q7gq7q 9":27B -;7!;78;7g;7;
-;
!; =
i; =
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".0000".002q =
t:m30.3";3 =t:m2
t:m2
t:m2
t:m2
t:m2
last Update 05/09/2005
; =
n %ama& 4as >oro?"12@$otmai&.comA
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Hansen's Bearing Capac
Date 8nput #ae&
0c =
=
0
0.3"; =
0.3";sat =
#$e %enera& Equ
s$ape factor Depes
inc&ination factor D8
%reian factor Deg
Dept$ factor Depe
-o!trip footing
esec. footing
-o!qure footing
-c
"3."
!$ape Factor"
".2/5!c =
2
".0000ic =
%raian Factor3
4ssume to e Hori
Dept$ Factor
+ =
qu = C7-c7!c78c7gc7c
8nc&ination Factor +
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".002c =
0./55q =
"1/.2"qu =
"1/.5/qnu=
/2."52qns=
/2./"5qgs=
Designe By < Eng: 4ym
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