gid shallow footing has the dimension of 1m x 1m, shown in the following figure. The depth of footing, mechanical properties of supporting soil and smitted through the footing are shown in the figure. Determine shape factor (/s) and depth factor (/) for the centre of the footing. 500 mm E,= 7000 kN/m² M₂=0.3 E, 5000 kN/m² H₂ = 0.3 E, H₂ = 0.3 10000 kN/m Ao 200 kN/m² 1m x 1m 0.0 m 3.0 m 5.0 m 8.0 m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rigid shallow footing has the dimension of 1m x 1m, shown in the following figure. The depth of footing, mechanical properties of supporting soil and the load
transmitted through the footing are shown in the figure. Determine shape factor (/s) and depth factor (/) for the centre of the footing.
500 mm
Es = 7000 kN/m²
Hs = 0.3
E, 5000 kN/m²
μs = 0.3
Es = 10000 kN/m
Hs = 0.3
Rock
Ag = 200 kN/m2
1m x 1m
0.0 m
3.0 m
5.0 m
8.0 m
Transcribed Image Text:A rigid shallow footing has the dimension of 1m x 1m, shown in the following figure. The depth of footing, mechanical properties of supporting soil and the load transmitted through the footing are shown in the figure. Determine shape factor (/s) and depth factor (/) for the centre of the footing. 500 mm Es = 7000 kN/m² Hs = 0.3 E, 5000 kN/m² μs = 0.3 Es = 10000 kN/m Hs = 0.3 Rock Ag = 200 kN/m2 1m x 1m 0.0 m 3.0 m 5.0 m 8.0 m
A rigid shallow footing has the dimension of 1m x 1m, shown in the following figure. The depth of footing, mechanical properties of supporting soil and the load
transmitted through the footing are shown in the figure. Determine shape factor (/s) and depth factor (/) for the centre of the footing.
500 mm
Es = 7000 kN/m²
Hs = 0.3
E, 5000 kN/m²
μs = 0.3
Es = 10000 kN/m
Hs = 0.3
Rock
Ag = 200 kN/m2
1m x 1m
0.0 m
3.0 m
5.0 m
8.0 m
Transcribed Image Text:A rigid shallow footing has the dimension of 1m x 1m, shown in the following figure. The depth of footing, mechanical properties of supporting soil and the load transmitted through the footing are shown in the figure. Determine shape factor (/s) and depth factor (/) for the centre of the footing. 500 mm Es = 7000 kN/m² Hs = 0.3 E, 5000 kN/m² μs = 0.3 Es = 10000 kN/m Hs = 0.3 Rock Ag = 200 kN/m2 1m x 1m 0.0 m 3.0 m 5.0 m 8.0 m
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