= 16 kN/m², c; = 21 kN/m² = 17 kN/m³ cz= 22 kN/m? 18 kN/m³ cs = 23 kN/m?
= 16 kN/m², c; = 21 kN/m² = 17 kN/m³ cz= 22 kN/m? 18 kN/m³ cs = 23 kN/m?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:The braced cut of two layers of clay is shown in the figure.
1.0000
H; = 3 m; Y = 16 kN/m² c; = 21 kN/m²
H; = 3 m; y2 = 17 kN/m³ cz= 22 kN/m²
H3 = 2 m; Ys- 18 kN/m² c3= 23 kN/m²
3.0000
2.0000
Clay 1
The struts are located 4 m on center in the plan.
2.0000
Determine the strut load at A.
3.0000
- Clay 2 -
2.0000
1.0000
Clay 3
A
205.76 kN
B
305.76 kN
265.76 kN
D
235.76 kN

Transcribed Image Text:The braced cut of two layers of clay is shown in the figure.
1.0000
H; = 3 m; Y = 16 kN/m² c; = 21 kN/m²
H2 = 3 m; Y2 = 17 kN/m³ cz = 22 kN/m²
H3 = 2 m; y3= 18 kN/m³ ¢3 = 23 kN/m²
3.0000
2.0000
Clay 1
B
The struts are located 4 m on center in the plan.
2.0000
Determine the strut load at B.
3.0000
- Clay 2–
2.0000
D
1.0000
Clay 3
A
344 kN
B
664 kN
564 kN
D
364 kN
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