A 500 mm square concrete column carries a factored ultimate vertical column load of780 kN. The vertical service load is 650 kN. It is to be supported on a square footing withf′ c = 17 MPa and fy = 420 MPa. The soil has an allowable bearing pressure for bearing cap-acity of 650 kPa (based on LRFD methods) and an allowable bearing stress for settlement of 160 kPa. The groundwater table is at a great depth. Determine the required footing width, thick-ness, size of the flexural reinforcement, and show your design in a sketch.
A 500 mm square concrete column carries a factored ultimate vertical column load of780 kN. The vertical service load is 650 kN. It is to be supported on a square footing withf′ c = 17 MPa and fy = 420 MPa. The soil has an allowable bearing pressure for bearing cap-acity of 650 kPa (based on LRFD methods) and an allowable bearing stress for settlement of 160 kPa. The groundwater table is at a great depth. Determine the required footing width, thick-ness, size of the flexural reinforcement, and show your design in a sketch.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter16: Soil Bearing Capacity For Shallow Foundations
Section: Chapter Questions
Problem 16.5P: Redo Problem 16.1 using the modified general ultimate bearing capacity Eq. (16.31). 16.1 A...
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A 500 mm square concrete column carries a factored ultimate vertical column load of
780 kN. The vertical service load is 650 kN. It is to be supported on a square footing with
f′
c = 17 MPa and fy = 420 MPa. The soil has an allowable bearing pressure for bearing cap-
acity of 650 kPa (based on LRFD methods) and an allowable bearing stress for settlement of
160 kPa. The groundwater table is at a great depth. Determine the required footing width, thick-
ness, size of the flexural reinforcement, and show your design in a sketch.
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