Question: Example (single footing): Given: Column: 0.50times 0.50m Square footing Concrete f'c =24MPa Steel yield strength, fy=420MPa Soil allowable bearing capacity, qall= 350k(N)/(m^(2))

Example (single footing):\ Given:\ Column:

0.50\\\\times 0.50m

\ Square footing\ Concrete f'c

=24MPa

\ Steel yield strength,

fy=420MPa

\ Soil allowable bearing capacity, qall=

350k(N)/(m^(2))

\ Dead load, PD=1500kN\ Live load, PL=

1000kN

\ Design the square footing.

$Example (single footing):\ Given:\ Column: 0.50\\\\times 0.50m\ Square footing\ Concrete f'c$

Example (single footing): Given: - Column: 0.500.50m - Square footing - Concrete fc=24MPa - Steel yield strength, fy= 420MPa - Soil allowable bearing capacity, qall =350kN/m2 - Dead load, PD= 1500kN - Live load, PL=1000kN Design the square footing. Example (single footing): Given: - Column: 0.500.50m - Square footing - Concrete fc=24MPa - Steel yield strength, fy= 420MPa - Soil allowable bearing capacity, qall =350kN/m2 - Dead load, PD= 1500kN - Live load, PL=1000kN Design the square footing

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