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FIGURE P6.14 à.15 Three continuous foundations are shown in Figure P6.15. For each of them, what values would you use for their eccentricity and inclination in the bearing capacity calculations? ving: 500 kN/m 50 kN m/m 600 kN/m 500 mm GL 300 mm 30 mm 500 mm 1500 mm 2000 mm (b) (a) ). 600 kN/m 5.11. at hod. 80 kN m/m 50 kN/m – 0.5 m GL 0.5 m 1.0 m 0.5 m 1.0 m (c) FIGURE P6.15

FIGURE P6.14 à.15 Three continuous foundations are shown in Figure P6.15. For each of them, what values would you use for their eccentricity and inclination in the bearing capacity calculations? ving: 500 kN/m 50 kN m/m 600 kN/m 500 mm GL 300 mm 30 mm 500 mm 1500 mm 2000 mm (b) (a) ). 600 kN/m 5.11. at hod. 80 kN m/m 50 kN/m – 0.5 m GL 0.5 m 1.0 m 0.5 m 1.0 m (c) FIGURE P6.15

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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FIGURE P6.14 à.15 Three continuous foundations are shown in Figure P6.15. For each of them, what values would you use for their eccentricity and inclination in the bearing capacity calculations? ving: 500 kN/m 50 kN m/m 600 kN/m 500 mm GL 300 mm 30 mm 500 mm 1500 mm 2000 mm (b) (a) ). 600 kN/m 5.11. at hod. 80 kN m/m 50 kN/m – 0.5 m GL 0.5 m 1.0 m 0.5 m 1.0 m (c) FIGURE P6.15
Transcribed Image Text:FIGURE P6.14 à.15 Three continuous foundations are shown in Figure P6.15. For each of them, what values would you use for their eccentricity and inclination in the bearing capacity calculations? ving: 500 kN/m 50 kN m/m 600 kN/m 500 mm GL 300 mm 30 mm 500 mm 1500 mm 2000 mm (b) (a) ). 600 kN/m 5.11. at hod. 80 kN m/m 50 kN/m – 0.5 m GL 0.5 m 1.0 m 0.5 m 1.0 m (c) FIGURE P6.15
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