A rectangular footing of 2.4 m x 3.5 m size is to be constructed at 1.5 m below ground level in c-o soil having the following properties; y =17.5 kN/m³ , q = 20° , c= 10 kN/m² . The footing has to carry a gross vertical load of 700 kN, inclusive its selfweight. In addition the column is subjected to a horizontal load of 110 kN applied at a height of 3.3 m above the base of the footing. Determine the factor of safety of the footing against shear failure ( use Hansen's equation) V = 700 kN H = 110 kN 1-8 m 1-5m L = 3.5 m
A rectangular footing of 2.4 m x 3.5 m size is to be constructed at 1.5 m below ground level in c-o soil having the following properties; y =17.5 kN/m³ , q = 20° , c= 10 kN/m² . The footing has to carry a gross vertical load of 700 kN, inclusive its selfweight. In addition the column is subjected to a horizontal load of 110 kN applied at a height of 3.3 m above the base of the footing. Determine the factor of safety of the footing against shear failure ( use Hansen's equation) V = 700 kN H = 110 kN 1-8 m 1-5m L = 3.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A rectangular footing of 2.4 m x 3.5 m size is to be constructed at 1.5 m below ground
level in c-o soil having the following properties; y =17.5 kN/m³ , = 20° , c= 10 kN/m2 .
The footing has to carry a gross vertical load of 700 kN, inclusive its selfweight. In
addition the column is subjected to a horizontal load of 110 kN applied at a height of 3.3 m
above the base of the footing. Determine the factor of safety of the footing against shear
failure ( use Hansen's equation)
V = 700 kN
H = 110 kN
1-8 m
1-5m
L = 3.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe1a97ac5-5cd1-4ee2-bce6-3f3d00eee0d1%2F1893bc94-96b8-4fa0-8cf9-a19a5a0696af%2F3ayg3gt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A rectangular footing of 2.4 m x 3.5 m size is to be constructed at 1.5 m below ground
level in c-o soil having the following properties; y =17.5 kN/m³ , = 20° , c= 10 kN/m2 .
The footing has to carry a gross vertical load of 700 kN, inclusive its selfweight. In
addition the column is subjected to a horizontal load of 110 kN applied at a height of 3.3 m
above the base of the footing. Determine the factor of safety of the footing against shear
failure ( use Hansen's equation)
V = 700 kN
H = 110 kN
1-8 m
1-5m
L = 3.5 m
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