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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.

Structural Analysis
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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10 ft 2 ft -4 ft q=1800 lb/h² 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 b. Point B e. Point C 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.
Transcribed Image Text:10 ft 2 ft -4 ft q=1800 lb/h² 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 b. Point B e. Point C 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.
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