After filling the tank shown in Figure 3a, the plane of the major principle stress in element A will be rotated 21.60 ccw from the horizontal axis as shown in Figure 3b. Determine the final stresses on the horizontal and vertical plane. Cylindrical tank of 10 m dia. 9 = 100 kPa Silty sand y=16 kN/m³ ko = 0.5 (a) 5m Figure 3. 01 21.6⁰ (b)

After filling the tank shown in Figure 3a, the plane of the major principle stress in element A will be rotated 21.60 ccw from the horizontal axis as shown in Figure 3b. Determine the final stresses on the horizontal and vertical plane. Cylindrical tank of 10 m dia. 9 = 100 kPa Silty sand y=16 kN/m³ ko = 0.5 (a) 5m Figure 3. 01 21.6⁰ (b)

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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