10.8 Determine the sheet-pile section modulus for the braced cut described in Problem 10.7. Use o = 170 MN/m.?. all


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10.8


10.8 Determine the sheet-pile section modulus for the braced cut described in<br>Problem 10.7. Use o = 170 MN/m.?.<br>all<br>

Extracted text: 10.8 Determine the sheet-pile section modulus for the braced cut described in Problem 10.7. Use o = 170 MN/m.?. all
10.7 Refer to Figure P10.7. Given: y = 17.5 kN/m², c = 30 kN/m², and center-to-<br>center spacing of struts in the plan = 5 m. Draw the earth-pressure envelope and<br>determine the strut loads at levels A, B, and C.<br>6 m<br>A<br>3 m<br>c = 30 kN/m²<br>$ = 0<br>y = 17.5 kN/m³<br>в<br>2 m<br>1 m<br>

Extracted text: 10.7 Refer to Figure P10.7. Given: y = 17.5 kN/m², c = 30 kN/m², and center-to- center spacing of struts in the plan = 5 m. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. 6 m A 3 m c = 30 kN/m² $ = 0 y = 17.5 kN/m³ в 2 m 1 m

Jun 11, 2022
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