1.0000 The braced cut of two layers of clay is shown in the figure. H = 3 m; Y = 16 kN/ mcı = 21 kN/m² H2 = 3 m, Y = 17
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1.0000 The braced cut of two layers of clay is shown in the figure. H = 3 m; Y = 16 kN/ mcı = 21 kN/m² H2 = 3 m, Y = 17
1.0000 The braced cut of two layers of clay is shown in the figure. H = 3 m; Y = 16 kN/ mcı = 21 kN/m² H2 = 3 m, Y = 17 kN/m2 c = 22 kN/m2 H3 = 2 m: Y = 18 kN/m? C= 23 kN/m2 3.0000 20000 Clay 1 B + + The struts are located 4 m on center in the plan. 20000 Determine the strut load at B. 3.0000 с + Clay 2 2.0000 D D 1.0000 Clay 3 А 344 KN B 664 KN С 564 kN D 364 kN
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