isolated footing design c1 f1(node10)
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7/23/2019 Isolated Footing Design C1 F1(Node10)
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Owners Name : Remontano Corporation
Designer : Engr. Abelardo H. Gaitana
Subjet : !solated "ooting Design
General Conditions :
#. All strutural wor$s s%all be done based on t%e design
set b& t%e strutural engineer. An& alterations or not
'ollowing an& details spei'ied b& t%e Strutural or Ci(il
Engineer will 'ree t%e latter 'rom an& liabilities 'or
w%atsoe(er damages or destro& t%e struture:
). "ooting design was based on t%e Soil *earing Capait&
o' )+++ps'. !' atual soil stress apait& is less t%an on
w%at is being spei'ied s%all result to re,design o'
'ooting.
-. %is is a t&pial proedure o' 'ooting design. Re'er to
t%e 'inal si/es or dimension o' 'ooting in t%e table.
Design 'or !solated "ooting
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!solated "ooting #
Input Values
Conrete and Rebar 0roperties
Unit Weight of Concrete : 25.000 kN/m3
Strength of Concrete : 25.000 N/mm2
Yield Strength of Steel : 415.000 N/mm2
Minimm !"r Si#e : $ 5
M"%imm !"r Si#e : $ 1&
Minimm !"r S'"cing : 2.00 in
M"%imm !"r S'"cing : 1&.00 in
Conrete Co(ers
(ede)t"l Cle"r Co*er +(, C- : 0.00 +nll
ooting Cle"r Co*er +, C- : 2.00 in
Soil 0roperties
Unit Weight : 0.11 kN/m3
Soil !e"ring C"'"cit : 0.10 N/mm2
Soil Srch"rge : 0.00 ki'/in2
e'th of Soil "o*e ooting : 2.00 m
Geometry
!nitial "ooting Dimensions
hickne)) +t : 10.00 in
-ength +l : 103.60 in
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