For the anchored retaining wall shown below, calculate the tension in the anchor rod. O a. 57.32 kN/m O b. 92.06 kN/m O c. 72.88 kN/m Od. 67.34 kN/m 4m 6m 2m Sand Ydry=17 kN/m³ c=0 kPa ¹=28° 4

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the anchored retaining wall shown below, calculate the tension in the anchor rod.
O a. 57.32 kN/m
O b. 92.06 kN/m
O c. 72.88 kN/m
O d. 67.34 kN/m
4m
6m
2m
Sand
Ydry=17 kN/m³
c=0 kPa
¹=28°
4
Transcribed Image Text:For the anchored retaining wall shown below, calculate the tension in the anchor rod. O a. 57.32 kN/m O b. 92.06 kN/m O c. 72.88 kN/m O d. 67.34 kN/m 4m 6m 2m Sand Ydry=17 kN/m³ c=0 kPa ¹=28° 4
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