contestada

Ib. Design a pad footing required to resist characteristic axial loads of 1000KN DEAD and 350KN
IMPOSED from a 400mm square column with 16mm dowels. The safe Bearing pressure of the
soil is 200KN/m and the characteristic material strengths are fcu 25N/mm² and fy=425N/mm²
Assume a footing weight of 150KN.