42.56 Not found in the list 20 kN/m W 60 kN/m 306.54 309.51 287.94 332.79 10 kN/m 2.0m Not in the list 3.0m The nearest value of the magnitude of the resultant force in kN. 3.20m

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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In the figure shows a load diagram acting on the retaining wall. If the resultant is located at the mid-height of the wall, determine the following.

In the figure shows the load diagram acting on the retaining wall. If the resultant is located
at the mid-height of the wall, determine the following:
The nearest value of "w" in kN/m.
O48.56
49.52
42.56
Not found in the list
20 kN/m
W
60 kN/m
306.54
309.51
287.94
332.79
10 kN/m
Not in the list
2.0m
3.0m
The nearest value of the magnitude of the resultant force in kN.
3.20m
Transcribed Image Text:In the figure shows the load diagram acting on the retaining wall. If the resultant is located at the mid-height of the wall, determine the following: The nearest value of "w" in kN/m. O48.56 49.52 42.56 Not found in the list 20 kN/m W 60 kN/m 306.54 309.51 287.94 332.79 10 kN/m Not in the list 2.0m 3.0m The nearest value of the magnitude of the resultant force in kN. 3.20m
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