(b) Design a plain concrete footing for a column, 300
mm\times 300mm
, carrying an axial load of 600 kN (under service loads, due to dead and live loads). Assume an allowable soil bearing pressure of 150
k(N)/(m^(2))
at a depth of 1.0 m below ground. M 25 concrete and Fe 500 steel.(b) Design a plain concrete footing for a column, 300
mm\times 300mm
, carrying an axial load of 600 kN (under service loads, due to dead and live loads). Assume an allowable soil bearing pressure of 150
k(N)/(m^(2))
at a depth of 1.0 m below ground. M 25 concrete and Fe 500 steel.

Question

(b) Design a plain concrete footing for a column, 300

mm\times 300mm

, carrying an axial load of 600 kN (under service loads, due to dead and live loads). Assume an allowable soil bearing pressure of 150

k(N)/(m^(2))

at a depth of 1.0 m below ground. M 25 concrete and Fe 500 steel.(b) Design a plain concrete footing for a column, 300

mm\times 300mm

, carrying an axial load of 600 kN (under service loads, due to dead and live loads). Assume an allowable soil bearing pressure of 150

k(N)/(m^(2))

at a depth of 1.0 m below ground. M 25 concrete and Fe 500 steel.

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