3m 6m D 10m 4m 3m A 89.12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
S1
![4m
C
3m
6m
10m
4m
3m
A
H.
89.12
98.20
94.98
83.20](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F90956e6d-866b-45cd-8a79-a876e4359919%2F70a24dd6-2b82-41be-a6fe-7f7a0fcdd974%2Fkjip34g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4m
C
3m
6m
10m
4m
3m
A
H.
89.12
98.20
94.98
83.20
![SITUATION: A flexible foundation is subjected to a uniformly distributed load of q = 500 kPa
%3D
Determine the increase in vertical stress, in kPa, oz at a depth of z = 5 m under point E.
ib = zo
m = B/z,
n = L/z
%3D
TABLE GH O03 can be useful.
Table 10.9 Variation of /, with m and a [Eq. (10.31)]
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
0.1
0.0047
0.0092
0,0132
0.0168
0.0198
0.0222
0.0242
0.0258
0.0270
0.0279
0.2
0.0092
0.0179
0.0259
0.0259
0.0328
0.0387
0.0435
0.0474
0.0504
0.0528
0.0547
0.3
0.0132
0.0374
0.0474
0.0559
0.0629
0.0686
0.0731
0.0766
0.0794
0.4
0.0168
0.0328
0.0474
0.0602
0.0711
0.0801
0.0873
0.0931
0,0977
0.1013
0.5
0.0198
0.0387
0.0559
0.0711
0.0840
0.0947
0.1034
0.1104
0.1247
0.1158
0.1202
0.6
0.0222
0,0435
0.0629
0.0801
0.0947
0.1069
0.1168
0.1311
0.1361
0.7
0.8
0.0242
0.0474
0.0504
0.0686
0.0873
0.1034
0.1169
0.1277
0.1365
0.1436
0.1537
0.1491
0.0258
0.0731
0.0931
0.1104
0.1247
0.1365
0.1461
0.1598
0.9
0.0270
0.0528
0.0766
0.0977
0.1158
0.1311
0.1436
0.1537
0.1619
0.1684
1.0
0.0279
0.0547
0.0573
0.0794
0.1013
0.1202
0.1263
0.1361
0.1491
0.1570
0.1598
0.1684
0.1752
1.2
0.0293
0.0832
0.1063
0.1431
0.1684
0.1777
0.1851
1.4
0.0301
0.0589
0.0856
0.0871
0,1094
0.1300
0.1475
0.1620
0.1652
0.1739
0.1836
0.1914
0.1955
1.6
0.0306
0.0599
0.1114
0.1324
0.1503
0.1774
0.1874
1.8
0.0309
0.0606
0.0880
0.1126
0.1340
0.1521
0.1672
0.1797
0.1899
0.1981
2.0
0.0311
0.0610
0.0887
0.1134
0.1350
0.1363
0.1533
0.1548
0.1686
0.1812
0,1832
0.1915
0.1999
25
0.0314
0.0616
0.0895
0.1145
0.1704
0.1938
0.2024
3.0
0.031S
0.0618
0,0898
0.1150
0.1368
0.1555
0.1711
0.1841
0.1847
0.1947
0.2034
4.0
0.0316
0.0316
0.0619
0.0901
0.1153
0.1372
0.1560
0.1717
0.1954
0.2042
5.0
0.0620
0.0901
0.1154
0.1374
0.1561
0.1719
0.1849
0.1956
0.2044
6.0
0.0316
0.0620
0.0902
0.1154
0.1374
0.1562
0.1719
0.1850
0.1957
0.2045](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F90956e6d-866b-45cd-8a79-a876e4359919%2F70a24dd6-2b82-41be-a6fe-7f7a0fcdd974%2F18vzk3q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SITUATION: A flexible foundation is subjected to a uniformly distributed load of q = 500 kPa
%3D
Determine the increase in vertical stress, in kPa, oz at a depth of z = 5 m under point E.
ib = zo
m = B/z,
n = L/z
%3D
TABLE GH O03 can be useful.
Table 10.9 Variation of /, with m and a [Eq. (10.31)]
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
0.1
0.0047
0.0092
0,0132
0.0168
0.0198
0.0222
0.0242
0.0258
0.0270
0.0279
0.2
0.0092
0.0179
0.0259
0.0259
0.0328
0.0387
0.0435
0.0474
0.0504
0.0528
0.0547
0.3
0.0132
0.0374
0.0474
0.0559
0.0629
0.0686
0.0731
0.0766
0.0794
0.4
0.0168
0.0328
0.0474
0.0602
0.0711
0.0801
0.0873
0.0931
0,0977
0.1013
0.5
0.0198
0.0387
0.0559
0.0711
0.0840
0.0947
0.1034
0.1104
0.1247
0.1158
0.1202
0.6
0.0222
0,0435
0.0629
0.0801
0.0947
0.1069
0.1168
0.1311
0.1361
0.7
0.8
0.0242
0.0474
0.0504
0.0686
0.0873
0.1034
0.1169
0.1277
0.1365
0.1436
0.1537
0.1491
0.0258
0.0731
0.0931
0.1104
0.1247
0.1365
0.1461
0.1598
0.9
0.0270
0.0528
0.0766
0.0977
0.1158
0.1311
0.1436
0.1537
0.1619
0.1684
1.0
0.0279
0.0547
0.0573
0.0794
0.1013
0.1202
0.1263
0.1361
0.1491
0.1570
0.1598
0.1684
0.1752
1.2
0.0293
0.0832
0.1063
0.1431
0.1684
0.1777
0.1851
1.4
0.0301
0.0589
0.0856
0.0871
0,1094
0.1300
0.1475
0.1620
0.1652
0.1739
0.1836
0.1914
0.1955
1.6
0.0306
0.0599
0.1114
0.1324
0.1503
0.1774
0.1874
1.8
0.0309
0.0606
0.0880
0.1126
0.1340
0.1521
0.1672
0.1797
0.1899
0.1981
2.0
0.0311
0.0610
0.0887
0.1134
0.1350
0.1363
0.1533
0.1548
0.1686
0.1812
0,1832
0.1915
0.1999
25
0.0314
0.0616
0.0895
0.1145
0.1704
0.1938
0.2024
3.0
0.031S
0.0618
0,0898
0.1150
0.1368
0.1555
0.1711
0.1841
0.1847
0.1947
0.2034
4.0
0.0316
0.0316
0.0619
0.0901
0.1153
0.1372
0.1560
0.1717
0.1954
0.2042
5.0
0.0620
0.0901
0.1154
0.1374
0.1561
0.1719
0.1849
0.1956
0.2044
6.0
0.0316
0.0620
0.0902
0.1154
0.1374
0.1562
0.1719
0.1850
0.1957
0.2045
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