1. A shallow continuous foundation is to be constructed on a soil under the ground" surface as shown in the figure below. Determine the gross allowable bearing capacity with a factor of safety FS-3. All dimensions in meter. II. Comment of the effect of placing the footing at the ground surface (i.e. Dr= 0) on the computed allowable bearing capacity. Take Neq as 5. 2.8 ₁24 G.S. 30⁰ qu 44 1.4 Ysoll = 17.7 kN/m³ $=30° c. = 40 kN/m²
1. A shallow continuous foundation is to be constructed on a soil under the ground" surface as shown in the figure below. Determine the gross allowable bearing capacity with a factor of safety FS-3. All dimensions in meter. II. Comment of the effect of placing the footing at the ground surface (i.e. Dr= 0) on the computed allowable bearing capacity. Take Neq as 5. 2.8 ₁24 G.S. 30⁰ qu 44 1.4 Ysoll = 17.7 kN/m³ $=30° c. = 40 kN/m²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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