For the braced cut described in Problem 1, determine the following: a. The sheet-pile section modulus...

 

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For the braced cut described in Problem 1, determine the following: a. The sheet-pile section modulus b. The section modulus of the wales at level B Assume that oall = 170 MN/m2. Problem 1 Refer to the braced cut shown in Figure 1. Given: y = 17 kN/m3, Q' = 35, and c = 0. The struts are located at 3 m center-to-center in the plan. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. Figure 1 3.5 m- 1 m A Sand y= 17 kN/m3 d'= 35° c'= 0 2 m В 2 m 1.5 m For the braced cut described in Problem 1, determine the following: a. The sheet-pile section modulus b. The section modulus of the wales at level B Assume that oall = 170 MN/m2. Problem 1 Refer to the braced cut shown in Figure 1. Given: y = 17 kN/m3, Q' = 35, and c = 0. The struts are located at 3 m center-to-center in the plan. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. Figure 1 3.5 m- 1 m A Sand y= 17 kN/m3 d'= 35° c'= 0 2 m В 2 m 1.5 m

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We are given 17 kNm3 H9m c 35 kNm2 Hence Substitute 17 kNm3 for 9 m for Hand 027 for Ka Thus the pre... View the full answer