Problem #2 Refer to the braced cut shown below. Given: unit weight = 17 kN/m³, Friction angle = 35degrees, and c = 0. The struts are located at 3 m center-to-center in the plan. a. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. b. Determine the sheet-pile section modulus c. Determine the section modulus of the wales at level B Assume that all = 170 MN/m². -3.5 m- 1m 2m 2 m 1.5 m A B Sand y = 17 kN/m³ $'= 35° c'=0
Problem #2 Refer to the braced cut shown below. Given: unit weight = 17 kN/m³, Friction angle = 35degrees, and c = 0. The struts are located at 3 m center-to-center in the plan. a. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. b. Determine the sheet-pile section modulus c. Determine the section modulus of the wales at level B Assume that all = 170 MN/m². -3.5 m- 1m 2m 2 m 1.5 m A B Sand y = 17 kN/m³ $'= 35° c'=0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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