10 ft 2 ft q=1800 lb/1² 4 ft b. Point B c. Point C 5 ft Figure 9.45 9.21 The plan of a flexible rectangular loaded area is shown in Figure 9.45. The uniformly distributed load on the flexible area, q, is 1800 lb/ft². Determine the increase in the vertical stress, A ,, at a depth of z = 5 ft below a. Point A 9.22 Refer to the flexible loaded rectangular area shown in Figure 9.45. Using Eq. (9.39), determine the vertical stress increase below the center of the area at a depth of 15 ft.

10 ft 2 ft q=1800 lb/1² 4 ft b. Point B c. Point C 5 ft Figure 9.45 9.21 The plan of a flexible rectangular loaded area is shown in Figure 9.45. The uniformly distributed load on the flexible area, q, is 1800 lb/ft². Determine the increase in the vertical stress, A ,, at a depth of z = 5 ft below a. Point A 9.22 Refer to the flexible loaded rectangular area shown in Figure 9.45. Using Eq. (9.39), determine the vertical stress increase below the center of the area at a depth of 15 ft.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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