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The braced cut of two layers of clay is shown in the f H; = 3 m; y1 = 14 kN/m³¸ c; = 25 kN/m? H; = 3 m; y2= 16 kN/m³ cz= 30 kN/m² H3 = 3 m; Y= 18 kN/m³ c3 = 28 kN/m?

The braced cut of two layers of clay is shown in the f H; = 3 m; y1 = 14 kN/m³¸ c; = 25 kN/m? H; = 3 m; y2= 16 kN/m³ cz= 30 kN/m² H3 = 3 m; Y= 18 kN/m³ c3 = 28 kN/m?

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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The braced cut of two layers of clay is shown in the figure. A H; = 3 m; Y1 = 14 kN/m² c; = 25 kN/m² H; = 3 m; y2 = 16 kN/m³ cz = 30 kN/m² H3 = 3 m; Y3 = 18 kN/m³ ¢3= 28 kN/m² 3.0000 2.0000 Clay 1 The struts are located 2.5 m on center in the plan. 2.0000 Determine the strut load at C. 3.0000 C Clay 2- 2.0000 D Clay 3. A 163.69 kN 155.25 kN 330.75 kN D 200.81 kN
Transcribed Image Text:The braced cut of two layers of clay is shown in the figure. A H; = 3 m; Y1 = 14 kN/m² c; = 25 kN/m² H; = 3 m; y2 = 16 kN/m³ cz = 30 kN/m² H3 = 3 m; Y3 = 18 kN/m³ ¢3= 28 kN/m² 3.0000 2.0000 Clay 1 The struts are located 2.5 m on center in the plan. 2.0000 Determine the strut load at C. 3.0000 C Clay 2- 2.0000 D Clay 3. A 163.69 kN 155.25 kN 330.75 kN D 200.81 kN
The braced cut of two layers of clay is shown in the figure. 1.5 A H; = 3 m; Y1 = 14 kN/m² c; = 25 kN/m² H; = 3 m; Y2 = 16 kN/m³ cz = 30 kN/m² H3 = 3 m; Ys= 18 kN/m², c3= 28 kN/m² 3.0000 2.0000 Clay 1 The struts are located 2.5 m on center in the plan. 2.0000 Determine the strut load at B. 3.0000 Clay 2- 2.0000 D 1.5 Clay 3. A 163.69 kN 155.25 kN 330.75 kN D 200.81 kN B.
Transcribed Image Text:The braced cut of two layers of clay is shown in the figure. 1.5 A H; = 3 m; Y1 = 14 kN/m² c; = 25 kN/m² H; = 3 m; Y2 = 16 kN/m³ cz = 30 kN/m² H3 = 3 m; Ys= 18 kN/m², c3= 28 kN/m² 3.0000 2.0000 Clay 1 The struts are located 2.5 m on center in the plan. 2.0000 Determine the strut load at B. 3.0000 Clay 2- 2.0000 D 1.5 Clay 3. A 163.69 kN 155.25 kN 330.75 kN D 200.81 kN B.
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