-2 m 4 kN 4 m C 4 kN 4 m -2 m B
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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![A beam is shown in the figure below, and the flexural stiffness of the
beam section is constant El:
(a) Use the Moment-area Method to find the Slope after point A is
deformed.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0e1d50bf-e952-4828-904c-28372dde9bbd%2Fbe4432a3-ed24-45b3-8be5-dd265b57bc4d%2Fihzwhqd_processed.png&w=3840&q=75)
Transcribed Image Text:A beam is shown in the figure below, and the flexural stiffness of the
beam section is constant El:
(a) Use the Moment-area Method to find the Slope after point A is
deformed.
![-2 m
4 kN
4 m
C
4 kN
4 m
-2 m
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0e1d50bf-e952-4828-904c-28372dde9bbd%2Fbe4432a3-ed24-45b3-8be5-dd265b57bc4d%2F973izoi_processed.png&w=3840&q=75)
Transcribed Image Text:-2 m
4 kN
4 m
C
4 kN
4 m
-2 m
B
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