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Civil Engineering
3m 6m D 10m 4m 3m A 89.12

3m 6m D 10m 4m 3m A 89.12

Structural Analysis
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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4m C 3m 6m 10m 4m 3m A H. 89.12 98.20 94.98 83.20
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
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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