A square column 363 mm x 363 mm rests on a square footing. The column supports a dead load of 1,290 kN and a live load of 814 kN. The soil bearing capacity is 337.72 kPa. The base of the footing is 1.88 m below the ground. Assume unit weight of concrete of 24 kN/m3 and unit weight of soil of 17.47 kN/m³. The footing has a thickness of 562 mm and the centroid of the main bars is 100 mm from the bottom of the footing. Use fc' = 25.86 MPa, fy 248 MPa. Calculate the number of required number of 16 mm o bars
A square column 363 mm x 363 mm rests on a square footing. The column supports a dead load of 1,290 kN and a live load of 814 kN. The soil bearing capacity is 337.72 kPa. The base of the footing is 1.88 m below the ground. Assume unit weight of concrete of 24 kN/m3 and unit weight of soil of 17.47 kN/m³. The footing has a thickness of 562 mm and the centroid of the main bars is 100 mm from the bottom of the footing. Use fc' = 25.86 MPa, fy 248 MPa. Calculate the number of required number of 16 mm o bars
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Shallow Foundations-bearing Capacity
Section: Chapter Questions
Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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