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SITUATION: A flexible foundation is subjected to a uniformly distributed load of q = 500 kPa Determine the increase in vertical stress, in kPa, oz at a depth of z = 5 munder point G. DZ = ql, m = B/z, n = L/z TABLE GH 003 can be useful.

SITUATION: A flexible foundation is subjected to a uniformly distributed load of q = 500 kPa Determine the increase in vertical stress, in kPa, oz at a depth of z = 5 munder point G. DZ = ql, m = B/z, n = L/z TABLE GH 003 can be useful.

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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SITUATION: A flexible foundation is subjected to a uniformly distributed load o = 500 kPa Determine the increase in vertical stress, in kPa, oz at a depth of z = 5 munder point G. oz = gl, = B/z. n = L/z TABLE GH 003 can be useful. Table 10.9 Variation of I, with m and a [Eq. (I0.31)) 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 0.0559 0.0435 0.0629 0.0474 0.0504 0.0528 0.0547 0.3 0.0132 0.0374 0.0474 0.0602 0.0686 0.0731 0.0766 0.0794 0.4 0.0168 0.0328 0.0474 0.0711 0.0801 0.0873 0.0931 0.0977 0.1013 05 0.6 0.0198 0.0387 0.0435 0.0559 0.0711 0.0840 0.0947 0.1034 0.1104 0.1247 0.1158 0.1311 0.1202 0.0222 0.0629 0.0801 0.0947 0.1069 0.1168 0.1361 0.7 0.0242 0.0258 0.0474 0.0504 0.0686 0.0873 0.1034 0.1169 0.1247 0.1277 0.1365 0.1436 0.1537 0.1491 0.1598 0.8 0.0731 0.0766 0.0931 0.1104 0.1365 0.1461 0.9 0.0270 0.0528 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 0.1361 0.1491 0.1598 0.1684 0.1684 0.1777 0.1752 0.1851 12 0.0293 0.0832 0.1063 0.1263 0.1431 0.1570 14 0.0301 0.0589 0.0856 0.1094 0.1300 0.1475 0.1620 0.1739 0.1836 0.1874 0.1914 1.6 0.0306 0.0599 0.0871 0.1114 0.1324 0.1503 0.1652 0.1774 0.1955 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 0.1533 0.1686 0.1812 0.1915 0.1938 0.1999 0.2024 2.5 0.0314 0.0616 0.0895 0.1145 0.1363 0.1548 0.1704 0.1832 3.0 0.0315 0.0316 0.0618 0.0898 0.1150 0.1368 0.1555 0.1711 0.1841 0.1847 0.1947 0.1954 0.2034 4.0 0.0619 0.0901 0.1153 0.1372 0.1560 0.1717 0.2042 5.0 0.0316 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 o = 500 kPa Determine the increase in vertical stress, in kPa, oz at a depth of z = 5 munder point G. oz = gl, = B/z. n = L/z TABLE GH 003 can be useful. Table 10.9 Variation of I, with m and a [Eq. (I0.31)) 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 0.0559 0.0435 0.0629 0.0474 0.0504 0.0528 0.0547 0.3 0.0132 0.0374 0.0474 0.0602 0.0686 0.0731 0.0766 0.0794 0.4 0.0168 0.0328 0.0474 0.0711 0.0801 0.0873 0.0931 0.0977 0.1013 05 0.6 0.0198 0.0387 0.0435 0.0559 0.0711 0.0840 0.0947 0.1034 0.1104 0.1247 0.1158 0.1311 0.1202 0.0222 0.0629 0.0801 0.0947 0.1069 0.1168 0.1361 0.7 0.0242 0.0258 0.0474 0.0504 0.0686 0.0873 0.1034 0.1169 0.1247 0.1277 0.1365 0.1436 0.1537 0.1491 0.1598 0.8 0.0731 0.0766 0.0931 0.1104 0.1365 0.1461 0.9 0.0270 0.0528 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 0.1361 0.1491 0.1598 0.1684 0.1684 0.1777 0.1752 0.1851 12 0.0293 0.0832 0.1063 0.1263 0.1431 0.1570 14 0.0301 0.0589 0.0856 0.1094 0.1300 0.1475 0.1620 0.1739 0.1836 0.1874 0.1914 1.6 0.0306 0.0599 0.0871 0.1114 0.1324 0.1503 0.1652 0.1774 0.1955 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 0.1533 0.1686 0.1812 0.1915 0.1938 0.1999 0.2024 2.5 0.0314 0.0616 0.0895 0.1145 0.1363 0.1548 0.1704 0.1832 3.0 0.0315 0.0316 0.0618 0.0898 0.1150 0.1368 0.1555 0.1711 0.1841 0.1847 0.1947 0.1954 0.2034 4.0 0.0619 0.0901 0.1153 0.1372 0.1560 0.1717 0.2042 5.0 0.0316 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
4m C 3m 6m 10m 4m 3m A 235.69 228.02 230.47 233.50
Transcribed Image Text:4m C 3m 6m 10m 4m 3m A 235.69 228.02 230.47 233.50
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