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Q₁: Determine the stability of the concrete gravity retaining wall shown in Figure (1) with respect to overturning, sliding and bearing capacity using Rankine theory. quit 600kPa cos B-√cos² B-cos² cos B+√cos² B-cos² 4.5 1.0 Note: K: = 0.3 0.7 k 0.5 H 9=10 usume 240 5 57021214208 C₁=0 0=30° 8 = 17.3 kN/m² CHA 3.0 19 C₂ = 40 kPa, ₂ = 20°, y₂ = 19kN/m³ 0.6 st inom 3 e piktog bw (19 to qu Figure (1) Note: All dimensions are in meter

Q₁: Determine the stability of the concrete gravity retaining wall shown in Figure (1) with respect to overturning, sliding and bearing capacity using Rankine theory. quit 600kPa cos B-√cos² B-cos² cos B+√cos² B-cos² 4.5 1.0 Note: K: = 0.3 0.7 k 0.5 H 9=10 usume 240 5 57021214208 C₁=0 0=30° 8 = 17.3 kN/m² CHA 3.0 19 C₂ = 40 kPa, ₂ = 20°, y₂ = 19kN/m³ 0.6 st inom 3 e piktog bw (19 to qu Figure (1) Note: All dimensions are in meter

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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Q₁: Determine the stability of the concrete gravity retaining wall shown in Figure (1) with respect to overturning, sliding and bearing capacity using Rankine theory. qult 600kPa ENDUM cos B-√cos2 B-cos² cos B+√cos² B-cos² SHUTODONT 4.5 Note: K₁= = 1.0 0.5 0.3 0.7 0.5 ➜ 9=10 5 C₁=0 0= 30° 8 = 17.3 kN/m² 3.0 19 C₂ = 40 kPa, ₂ = 20°, Y₂ = 19kN/m³ 0.6 Dong Durenana ba Figure (1) Note: All dimensions are in meter
Transcribed Image Text:Q₁: Determine the stability of the concrete gravity retaining wall shown in Figure (1) with respect to overturning, sliding and bearing capacity using Rankine theory. qult 600kPa ENDUM cos B-√cos2 B-cos² cos B+√cos² B-cos² SHUTODONT 4.5 Note: K₁= = 1.0 0.5 0.3 0.7 0.5 ➜ 9=10 5 C₁=0 0= 30° 8 = 17.3 kN/m² 3.0 19 C₂ = 40 kPa, ₂ = 20°, Y₂ = 19kN/m³ 0.6 Dong Durenana ba Figure (1) Note: All dimensions are in meter
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