inQ₁: Determine the stability of the concrete gravity retaining wall shownbearing capacity usingFigure (1) with respect to overturning, sliding andRankine theory.. qult-600kPaNote: K=cos B-√cos² B-cos²cos B+√cos² B-cos²0.30.5H9, = 10 kPa4.010°C₁ = 0$₁ = 32°Y₁ =18kN/m³*3.0C₂ = 30 kPa, ₂ = 24°, Y₂ = 19kN/m¹Figure (1)Note: All dimensions arein meter

Answered: Image /qna-images/answer/f87ed0bb-fa1f-4169-bcd3-15563afb360e.jpg

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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