Design an isolated rectangular and square footing to
support an interior column 40×40 cm in cross section and
carry a dead load of 1000 kN and a live load of 1200 kN. One of
the dimensions of the footing must not exceed 3.2 m.
PD= 1000 kN
PL= 1200 kN
Use
Use fc’= 30 MPa and fy = 420 MPa,
qall (gross) = 180 kN/m2, γsoil
=17 kN/m3, γconc =25 kN/m3
Df=1.2
NOTE: Draw section and plans for the footing at the end
Design an isolated rectangular and square footing to support an interior column 40×40 cm in cross section and carry a d
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Design an isolated rectangular and square footing to support an interior column 40×40 cm in cross section and carry a d
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