- 1 0000 The Braced Cut Of Two Layers Of Clay Is Shown In The Figure H 3 M Y1 16 Kn M2 C 21 Knm H2 3 M Y2 17 1 (112.26 KiB) Viewed 36 times
- 1 0000 The Braced Cut Of Two Layers Of Clay Is Shown In The Figure H 3 M Y1 16 Kn M2 C 21 Knm H2 3 M Y2 17 2 (112.78 KiB) Viewed 36 times
- 1 0000 The Braced Cut Of Two Layers Of Clay Is Shown In The Figure H 3 M Y1 16 Kn M2 C 21 Knm H2 3 M Y2 17 3 (112.08 KiB) Viewed 36 times
- 1 0000 The Braced Cut Of Two Layers Of Clay Is Shown In The Figure H 3 M Y1 16 Kn M2 C 21 Knm H2 3 M Y2 17 4 (113.28 KiB) Viewed 36 times
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
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
1.0000 А + The braced cut of two layers of clay is shown in the figure. H = 3 m; 7 = 16 kN/m2 = 21 kN/m2 H = 3 m: Y2 = 17 kN/m2 C2 = 22 kN/m2 H3 = 2 m: Y = 18 kN/m? C3 = 23 kN/m2 3.0000 2.0000 Clay 1 B 1 The struts are located 4 m on center in the plan. 20000 Determine the strut load at D. с 3.0000 Clay 2 20000 D 1.0000 Clay 3 A A 427.32 KN B 424.32 KN С 437.32 KN D 227.32 KN