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QUESTION TWO (RETAINING WALL) The cantilever retaining wall given in Figure 2 has the following specifications: Material properties: Unit weight (ys)- 15 kN/m³ Internal friction angle (B) = 30° Concrete Unit weight (y) - 25 kN/m³ Coefficient of friction- u= tanß Check the stability of the retaining wall against: a) Overturning b) Sliding c) Overturning (The SBC is 300 kPa) Highlight/Underline your final answers. 1200 250 175 w = 10 kN/m² 300 250 1100 Figure 2: Cantilever retaining wall with surcharge load. (All the dimensions are in mm)

QUESTION TWO (RETAINING WALL) The cantilever retaining wall given in Figure 2 has the following specifications: Material properties: Unit weight (ys)- 15 kN/m³ Internal friction angle (B) = 30° Concrete Unit weight (y) - 25 kN/m³ Coefficient of friction- u= tanß Check the stability of the retaining wall against: a) Overturning b) Sliding c) Overturning (The SBC is 300 kPa) Highlight/Underline your final answers. 1200 250 175 w = 10 kN/m² 300 250 1100 Figure 2: Cantilever retaining wall with surcharge load. (All the dimensions are in mm)

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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QUESTION TWO (RETAINING WALL) The cantilever retaining wall given in Figure 2 has the following specifications: Material properties: Unit weight (ys) - 15 kN/m³ Internal friction angle (B) = 30° Concrete Unit weight (y) - 25 kN/m³ Coefficient of friction- y = tanß Check the stability of the retaining wall against: a) Overturning b) Sliding c) Overturning (The SBC is 300 kPa) Highlight/Underline your final answers. 1200 175 w = 10 kN/m² 300 250 1100 Figure 2: Cantilever retaining wall with surcharge load. (All the dimensions are in mm)
Transcribed Image Text:QUESTION TWO (RETAINING WALL) The cantilever retaining wall given in Figure 2 has the following specifications: Material properties: Unit weight (ys) - 15 kN/m³ Internal friction angle (B) = 30° Concrete Unit weight (y) - 25 kN/m³ Coefficient of friction- y = tanß Check the stability of the retaining wall against: a) Overturning b) Sliding c) Overturning (The SBC is 300 kPa) Highlight/Underline your final answers. 1200 175 w = 10 kN/m² 300 250 1100 Figure 2: Cantilever retaining wall with surcharge load. (All the dimensions are in mm)
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