8.5 100 kN point load and 40 kN/m line load are applied on the ground surface as shown. Compute the variation of the vertical stress increment at the depth z = 5 m directly underneath line AB. Plot the results from Points A to B. 100 kN point load 40 kN/m line load A В 5 m 10 m 5 m (Plane view)

8.5 100 kN point load and 40 kN/m line load are applied on the ground surface as shown. Compute the variation of the vertical stress increment at the depth z = 5 m directly underneath line AB. Plot the results from Points A to B. 100 kN point load 40 kN/m line load A В 5 m 10 m 5 m (Plane view)

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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CEN-333 Geotechnical

8.5
100 kN point load and 40 kN/m line load are applied on the ground
surface as shown. Compute the variation of the vertical stress increment
at the depth z = 5 m directly underneath line AB. Plot the results from
Points A to B.
100 kN point load
40 kN/m line load
A
B
5 m
10 m
5 m
(Plane view)

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