Q3 iii and iii are based on Figure Q3 below. A L-shaped area of school building shown in Figure Q2 carries 150 kPa uniform load. Find the increment of the vertical stress due to the structure load at a depth of 6 m below corner E. B G 4 m A с Figure Q3 6m 3 m D 3 m F i) What is the total stress increment at E caused of rectangular foundations of EBCK? 15.75 kPa 21.75 kPa 12.75 kPa 30.00 kPa ii) What is the stress increment at E from section EGDF? 12.00 kPa 15.25 kPa 20.25 kPa 25.25 kPa iii) What is the value of total incremental at E from L-shaped foundation? 17.5 kPa 22.5 kPa 27.0 kPa 57.0 kPa
Q3 iii and iii are based on Figure Q3 below. A L-shaped area of school building shown in Figure Q2 carries 150 kPa uniform load. Find the increment of the vertical stress due to the structure load at a depth of 6 m below corner E. B G 4 m A с Figure Q3 6m 3 m D 3 m F i) What is the total stress increment at E caused of rectangular foundations of EBCK? 15.75 kPa 21.75 kPa 12.75 kPa 30.00 kPa ii) What is the stress increment at E from section EGDF? 12.00 kPa 15.25 kPa 20.25 kPa 25.25 kPa iii) What is the value of total incremental at E from L-shaped foundation? 17.5 kPa 22.5 kPa 27.0 kPa 57.0 kPa
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.11P
Related questions
Question
Subject Geotechnics please answer quickly multiple i, ii and iii
![Q3 iii and iii are based on Figure Q3 below.
A L-shaped area of school building shown in Figure Q2 carries 150 kPa uniform load. Find
the increment of the vertical stress due to the structure load at a depth of 6 m below corner
E.
B
G
4 m
A
с
Figure Q3
6m
3 m
D
3 m
F
i) What is the total stress increment at E caused of rectangular foundations of
EBCK?
15.75 kPa
21.75 kPa
12.75 kPa
30.00 kPa
ii) What is the stress increment at E from section EGDF?
12.00 kPa
15.25 kPa
20.25 kPa
25.25 kPa
iii) What is the value of total incremental at E from L-shaped foundation?
17.5 kPa
22.5 kPa
27.0 kPa
57.0 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2baaa1d4-9a1e-4580-b7a8-2ea6d6b62073%2Ff74193c6-e501-43c6-9059-811fe969b5d6%2Fm9vtmd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3 iii and iii are based on Figure Q3 below.
A L-shaped area of school building shown in Figure Q2 carries 150 kPa uniform load. Find
the increment of the vertical stress due to the structure load at a depth of 6 m below corner
E.
B
G
4 m
A
с
Figure Q3
6m
3 m
D
3 m
F
i) What is the total stress increment at E caused of rectangular foundations of
EBCK?
15.75 kPa
21.75 kPa
12.75 kPa
30.00 kPa
ii) What is the stress increment at E from section EGDF?
12.00 kPa
15.25 kPa
20.25 kPa
25.25 kPa
iii) What is the value of total incremental at E from L-shaped foundation?
17.5 kPa
22.5 kPa
27.0 kPa
57.0 kPa
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