Using Meyerhof General Bearing Capacity Equation, calculate the required for footing with the following data: For soil, Cohesion, c = 17 kPa The angle of internal friction, Ø = 29 Unit of weight of moist soil, y = 17 kN/m³ Unit of weight of submerged soil, Y = 11 kN/m³ For footing, L = 6m B = 4m Df = 3.5m Use a Factor of safety of 3 The load is inclined at an angle with the vertical alpha, a = 17 degrees And this load is applied at an eccentricity along “B" of eb = 0.2 m 1. Calculate the Net Allowable Bearing Capacity of the footing, kPa. 2. Gross Ultimate Bearing Capacity of the footing can carry, kPa.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Using Meyerhof General Bearing Capacity Equation, calculate the required for
footing with the following data:
For soil,
Cohesion, c = 17 kPa
The angle of internal friction, Ø = 29
Unit of weight of moist soil, y = 17 kN/m³
Unit of weight of submerged soil, Y = 11 kN/m³
For footing,
L = 6m
B = 4m
Df = 3.5m
Use a Factor of safety of 3
The load is inclined at an angle with the vertical alpha, a = 17 degrees
And this load is applied at an eccentricity along “B" of eb = 0.2 m
1. Calculate the Net Allowable Bearing Capacity of the footing, kPa.
2. Gross Ultimate Bearing Capacity of the footing can carry, kPa.
Transcribed Image Text:Using Meyerhof General Bearing Capacity Equation, calculate the required for footing with the following data: For soil, Cohesion, c = 17 kPa The angle of internal friction, Ø = 29 Unit of weight of moist soil, y = 17 kN/m³ Unit of weight of submerged soil, Y = 11 kN/m³ For footing, L = 6m B = 4m Df = 3.5m Use a Factor of safety of 3 The load is inclined at an angle with the vertical alpha, a = 17 degrees And this load is applied at an eccentricity along “B" of eb = 0.2 m 1. Calculate the Net Allowable Bearing Capacity of the footing, kPa. 2. Gross Ultimate Bearing Capacity of the footing can carry, kPa.
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