A square footing is to support a 445mm square tied column that carries service dead load of PDL and service live load of PLL. The base of the footing is 2.50m below the natural grade line where the allowable soil pressure is 300 kPa. The soil above the footing has a water content of 30.5% and mass specific gravity of 1.96 and unit weight of concrete as 23.50 kN/m?. Use compressive strength of 28 MPa. Design the footing using NSCP 2015 provisions. DL = 32240 kN LL = 93850 kN
A square footing is to support a 445mm square tied column that carries service dead load of PDL and service live load of PLL. The base of the footing is 2.50m below the natural grade line where the allowable soil pressure is 300 kPa. The soil above the footing has a water content of 30.5% and mass specific gravity of 1.96 and unit weight of concrete as 23.50 kN/m?. Use compressive strength of 28 MPa. Design the footing using NSCP 2015 provisions. DL = 32240 kN LL = 93850 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A square footing is to support a 445mm square tied column that carries service dead load of PDL and service live load of PLL. The base of the footing is 2.50m below the natural grade line where the allowable soil pressure is 300 kPa. The soil above the footing has a water content of 30.5% and mass specific gravity of 1.96 and unit weight of concrete as 23.50 kN/m?. Use compressive strength of 28 MPa. Design the footing using NSCP 2015 provisions.
DL = 32240 kN
LL = 93850 kN
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