Minimum net soil pressure in kPa. 56 39 304 152
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Minimum net soil pressure in kPa.
56
39
304
152

Transcribed Image Text:SITUATION: A rectangular footing, a = 3.5m, b = 2.5m, has a thickness of 700 mm. The column
load is 1500 kN. The bottom of the footing is located 2.2 m below the ground. Given that unit
weight of concrete = 24 kN/m^3 and unit weight of soil = 18 kN/m^3. Neglecting the weight of
the footing, solve the following:
%3D
%3D
600mm
b = 2.5m
%3D
a = 3.5m
1m
450mm
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