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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