isolated footing design sheet

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    SNLoad Column size Footing size P

    comb 1(factored) Grid Type b l !s"rt(Pu#p) L

    $N m m m m m

    1 300 F1 300 0.30 0.30 0.50### 1%&' 1.50 1.50

    2 420 F2 420 0.30 0.30 0.50### 1% 1.70 1.70

    3 485 F3 485 0.30 0.30 0.50### 1%*+ 1.80 1.80

    Pu

    bp

    lp

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    .oment

    dcc2

    $Nm#m $Nm#m 45direction 65direction 2 (re"d) m yy (re"d) mmd (re"d) mm m

    36.0 36.0 357.8 357.8 161.5 161.5 161.5 0.275 0.

    60.5 60.5 405.6 405.6 209.4 209.4 209.4 0.278 0.

    75.8 75.8 587.9 587.9 234.3 234.3 234.3 0.322 0.

    .omentConsideratio

    n.

    u2.

    uy.

    u7limt

    8

    N#mm+

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    T:;

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    Spacing Pro8ided rea of steel pro8ide bot/ay

    45direction 65direction :einforcement Pro8ided

    mm mm 45direction 65direction

    150 150 1131.0 1131.0 12mm dia. @150mm c/c 12mm dia. @150mm c/c

    150 150 1281.8 1281.8 12mm dia. @150mm c/c 12mm dia. @150mm c/c

    150 150 1357.2 1357.2 12mm dia. @150mm c/c 12mm dia. @150mm c/c