The rectangular block of negligible weight is subjected to a vertical force of 40kN, which is applied to its corner. Determine the normal-stress distribution acting on a section through ABCD. 0.8m 0.4m B D 40KN C
The rectangular block of negligible weight is subjected to a vertical force of 40kN, which is applied to its corner. Determine the normal-stress distribution acting on a section through ABCD. 0.8m 0.4m B D 40KN C
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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![The rectangular block of negligible weight is subjected to a vertical force of 40kN, which is
applied to its corner. Determine the normal-stress distribution acting on a section through
ABCD.
0.8m
0.4m
B
D
40KN
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7136435d-2c0b-4a6a-bb14-2bf831d8826c%2Fc245eaf2-263e-4b56-b2e9-3a886ccfe19b%2F917rztk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The rectangular block of negligible weight is subjected to a vertical force of 40kN, which is
applied to its corner. Determine the normal-stress distribution acting on a section through
ABCD.
0.8m
0.4m
B
D
40KN
C
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Follow-up Question
How did we derive the 8kN and 16kN. Please show full working out
![normal stress = = =
For 8kN maximum stress is,
8x0.2
omax =
MxCx
Ix
omax =
=
MyCx
Iy
40
0.8×0.4
1 -×0.8×0.4²
12
For 16kN, maximum stress :
=
16x0.4
1 -×0.4×0.8²
12
Normal stress at point C is largest,
Oc =
125 - 375 375 = −875kPa
= 125k
25k { c
= 375kPa
= 375kPa](https://content.bartleby.com/qna-images/question/7136435d-2c0b-4a6a-bb14-2bf831d8826c/5beb71b0-4e74-4b74-aba2-5721f4ef7e93/79pt1r_thumbnail.jpeg)
Transcribed Image Text:normal stress = = =
For 8kN maximum stress is,
8x0.2
omax =
MxCx
Ix
omax =
=
MyCx
Iy
40
0.8×0.4
1 -×0.8×0.4²
12
For 16kN, maximum stress :
=
16x0.4
1 -×0.4×0.8²
12
Normal stress at point C is largest,
Oc =
125 - 375 375 = −875kPa
= 125k
25k { c
= 375kPa
= 375kPa
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