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Other information is given on the following retaining wall. Calculate total lateral pressures (including hydrostatic pressure) at A, B, C, D, E, F and G points of the retaining wall according to Rankine's Theorv. Assume unit weight of water as 10 kN/m³. Do not draw lateral earth pressure distribution behind the wall. d=15 1.5 m 2.2 m GWT E F c= 16 kN/m² $= 0 Ysat= 21 kN/m3 G K, -tan² (45) K, -tan² (45+) A B CH D I 3 m 2 m 2 m q=10+d kN/m² GWT c= 0 = 300 Yn 18 kN/m3 c= 18 kN/m² = 310 Ysat 20 kN/m3 c= 16 kN/m² = 0 Ysat= 21 kN/m3

Other information is given on the following retaining wall. Calculate total lateral pressures (including hydrostatic pressure) at A, B, C, D, E, F and G points of the retaining wall according to Rankine's Theorv. Assume unit weight of water as 10 kN/m³. Do not draw lateral earth pressure distribution behind the wall. d=15 1.5 m 2.2 m GWT E F c= 16 kN/m² $= 0 Ysat= 21 kN/m3 G K, -tan² (45) K, -tan² (45+) A B CH D I 3 m 2 m 2 m q=10+d kN/m² GWT c= 0 = 300 Yn 18 kN/m3 c= 18 kN/m² = 310 Ysat 20 kN/m3 c= 16 kN/m² = 0 Ysat= 21 kN/m3

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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d=15

Other information is given on the following retaining wall. Calculate total lateral pressures (including hydrostatic pressure) at A, B, C, D, E, F and G points of the retaining wall according to Rankine's Theorv. Assume unit weight of water as 10 kN/m³. Do not draw lateral earth pressure distribution behind the wall. d=15 1.5 m 2.2 m GWT E F c= 16 kN/m² $= 0 Ysat= 21 kN/m3| G K, - tan² (45) K, -tan² (45+) A B CH D 3 m 2 m 2 m q=10+d kN/m² GWT c= 0 = 300 Yn 18 kN/m3 c= 18 kN/m² = 310 Ysat 20 kN/m3 c= 16 kN/m² = 0 Ysat= 21 kN/m3
Transcribed Image Text:Other information is given on the following retaining wall. Calculate total lateral pressures (including hydrostatic pressure) at A, B, C, D, E, F and G points of the retaining wall according to Rankine's Theorv. Assume unit weight of water as 10 kN/m³. Do not draw lateral earth pressure distribution behind the wall. d=15 1.5 m 2.2 m GWT E F c= 16 kN/m² $= 0 Ysat= 21 kN/m3| G K, - tan² (45) K, -tan² (45+) A B CH D 3 m 2 m 2 m q=10+d kN/m² GWT c= 0 = 300 Yn 18 kN/m3 c= 18 kN/m² = 310 Ysat 20 kN/m3 c= 16 kN/m² = 0 Ysat= 21 kN/m3
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