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Q₁: Determine the stability of the concrete gravity retaining wall with Figure (1) respect to overturning, sliding and Rankine theory.. Qult 600kPa bearing Note: K₁ = cos B-√cos² B-cos² cos B+√cos² B-cos² 0.3 0.5 9, = 10 kPa H 4.0 10° C₁ = 0 $₁ = 32° Y₁ = 18kN/m³ 3.0 C₂ = 30 kPa, 0₂ = 24°, Y₂ = 19kN/m¹ shown in capacity using Figure (1) Note: All dimensions are in meter

Q₁: Determine the stability of the concrete gravity retaining wall with Figure (1) respect to overturning, sliding and Rankine theory.. Qult 600kPa bearing Note: K₁ = cos B-√cos² B-cos² cos B+√cos² B-cos² 0.3 0.5 9, = 10 kPa H 4.0 10° C₁ = 0 $₁ = 32° Y₁ = 18kN/m³ 3.0 C₂ = 30 kPa, 0₂ = 24°, Y₂ = 19kN/m¹ shown in capacity using 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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in Q₁: Determine the stability of the concrete gravity retaining wall shown bearing capacity using Figure (1) with respect to overturning, sliding and Rankine theory.. qult-600kPa Note: K = cos B-√cos² B-cos² cos B+√cos² B-cos² 0.3 0.5 H 9, = 10 kPa 4.0 10° C₁ = 0 $₁ = 32° Y₁ =18kN/m³ * 3.0 C₂ = 30 kPa, ₂ = 24°, Y₂ = 19kN/m¹ Figure (1) Note: All dimensions are in meter
Transcribed Image Text:in Q₁: Determine the stability of the concrete gravity retaining wall shown bearing capacity using Figure (1) with respect to overturning, sliding and Rankine theory.. qult-600kPa Note: K = cos B-√cos² B-cos² cos B+√cos² B-cos² 0.3 0.5 H 9, = 10 kPa 4.0 10° C₁ = 0 $₁ = 32° Y₁ =18kN/m³ * 3.0 C₂ = 30 kPa, ₂ = 24°, Y₂ = 19kN/m¹ Figure (1) Note: All dimensions are in meter
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