- 1 0000 A The Braced Cut Of Two Layers Of Clay Is Shown In The Figure H 3 M N 16 Kn Mci 21 Kn M2 H2 3 M Y2 1 (112.08 KiB) Viewed 32 times
1.0000 A + The braced cut of two layers of clay is shown in the figure. H = 3 m, n = 16 kN/ mcı = 21 kN/m2 H2 = 3 m, Y2
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1.0000 A + The braced cut of two layers of clay is shown in the figure. H = 3 m, n = 16 kN/ mcı = 21 kN/m2 H2 = 3 m, Y2
1.0000 A + The braced cut of two layers of clay is shown in the figure. H = 3 m, n = 16 kN/ mcı = 21 kN/m2 H2 = 3 m, Y2 = 17 kN/m2 C2 = 22 kN/m2 Hy = 2 m: Y = 18 kNm C = 23 kN/m2 3.0000 20000 Clay 1 00 B The struts are located 4 m on center in the plan 20000 3.0000 Determine the strut load at C + -Clay 2 2.0000 D + 1.0000 Clay 3 A 332.63 kN B 333.36 kN С 332.36 kN D 322.36 kN