10.4 Determine the sheet-pile section modulus for the braced cut described in Problem 10.3. Given: oa = 170 MN/m². all


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10.4


10.4 Determine the sheet-pile section modulus for the braced cut described in<br>Problem 10.3. Given: oa = 170 MN/m².<br>all<br>

Extracted text: 10.4 Determine the sheet-pile section modulus for the braced cut described in Problem 10.3. Given: oa = 170 MN/m². all
10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = 18 kN/m², þ' = 40°, c' = 0,<br>and the center-to-center strut spacing in the plan = 4 m.<br>10.1 Refer to the braced cut shown in Figure P10.1. Given: y = 16 kN/m²,<br>d' = 38°, and c' = 0. The struts are located at 3.5 m center-to-center in the<br>plan. Draw the earth-pressure envelope and determine the strut loads at<br>levels A, B, and C.<br>-4.5 m-<br>1 m<br>A<br>Sand<br>y = 16 kN/m<br>6'= 38°<br>c' = 0<br>y = 18 kN/1<br>d'= 38°<br>2.5 m<br>c'= 0<br>B<br>3 m<br>1.5 m<br>Figure P10.1<br>Figure P10.3<br>

Extracted text: 10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = 18 kN/m², þ' = 40°, c' = 0, and the center-to-center strut spacing in the plan = 4 m. 10.1 Refer to the braced cut shown in Figure P10.1. Given: y = 16 kN/m², d' = 38°, and c' = 0. The struts are located at 3.5 m center-to-center in the plan. Draw the earth-pressure envelope and determine the strut loads at levels A, B, and C. -4.5 m- 1 m A Sand y = 16 kN/m 6'= 38° c' = 0 y = 18 kN/1 d'= 38° 2.5 m c'= 0 B 3 m 1.5 m Figure P10.1 Figure P10.3

Jun 10, 2022
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