Situation 9: An 8m deep braced cuts in medium clay is shown. The unitweight= 16.5 kN/m3 and the undrained shear strength Cu = 27.8 kPa. Inthe plan, the struts are placed at spacing 2.4m center to center. UsingPeck's Empirical pressure diagram:m0.25H2mВH= 8 m0.75 H2|m2|mPa = yh - 4Cu%3D41. Compute the actual load on strut A.A. 124.57 kNC. 116.47 kNB. 153.48 kND. 162.81 kN42. Compute the actual load on strut B.А. 33.29 kNC. 28.42 kNB. 40.54 kND. 35.29 kN43. Compute the actual load on strut C.A. 127.92 kNC. 131.95 kNB. 210.38 kND. 199.68 kN

Excavation is the most common way of moving earth, rock or different materials with apparatuses,…

Situation 9: An 8m deep braced cuts in medium clay is shown. The unit weight = 16.5 kN/m3 and the undrained shear strength Cu = 27.8 kPa. In the plan, the struts are placed at spacing 2.4m center to center. Using Peck's Empirical pressure diagram: 2|m 0.25|H 2 m H= 8 m 0.75 H 2|m 2m Pa = yh - 4Cu 41. Compute the actual load on strut A. A. 124.57 kN C. 116.47 kN B. 153.48 kN D. 162.81 kN 42. Compute the actual load on strut B. A. 33.29 kN C. 28.42 kN B. 40.54 kN D. 35.29 kN 43. Compute the actual load on strut C. A. 127.92 kN C. 131.95 kN B. 210.38 kN D. 199.68 kN

Situation 9: An 8m deep braced cuts in medium clay is shown. The unit weight = 16.5 kN/m3 and the undrained shear strength Cu = 27.8 kPa. In the plan, the struts are placed at spacing 2.4m center to center. Using Peck's Empirical pressure diagram: 2|m 0.25|H 2 m H= 8 m 0.75 H 2|m 2m Pa = yh - 4Cu 41. Compute the actual load on strut A. A. 124.57 kN C. 116.47 kN B. 153.48 kN D. 162.81 kN 42. Compute the actual load on strut B. A. 33.29 kN C. 28.42 kN B. 40.54 kN D. 35.29 kN 43. Compute the actual load on strut C. A. 127.92 kN C. 131.95 kN B. 210.38 kN D. 199.68 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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