U1 SITUATION: A flexible foundation is subjected to a uniformly distributed load o= 500 kPaDetermine the increase in vertical stress, in kPa, oz at a depth of z = 5 munder point G.oz = gl,= B/z.n = L/zTABLE GH 003 can be useful.Table 10.9 Variation of I, with m and a [Eq. (I0.31))0.10.20.30.40.50.60.70.80.91.00.10.00470.00920.01320.01680.01980.02220.02420.02580.02700.02790.20.00920.01790.02590.02590.03280.03870.05590.04350.06290.04740.05040.05280.05470.30.01320.03740.04740.06020.06860.07310.07660.07940.40.01680.03280.04740.07110.08010.08730.09310.09770.1013050.60.01980.03870.04350.05590.07110.08400.09470.10340.11040.12470.11580.13110.12020.02220.06290.08010.09470.10690.11680.13610.70.02420.02580.04740.05040.06860.08730.10340.11690.12470.12770.13650.14360.15370.14910.15980.80.07310.07660.09310.11040.13650.14610.90.02700.05280.09770.11580.13110.14360.15370.16190.16841.00.02790.05470.05730.07940.10130.12020.13610.14910.15980.16840.16840.17770.17520.1851120.02930.08320.10630.12630.14310.1570140.03010.05890.08560.10940.13000.14750.16200.17390.18360.18740.19141.60.03060.05990.08710.11140.13240.15030.16520.17740.19551.80.03090.06060.08800.11260.13400.15210.16720.17970.18990.19812.00.03110.06100.08870.11340.13500.15330.16860.18120.19150.19380.19990.20242.50.03140.06160.08950.11450.13630.15480.17040.18323.00.03150.03160.06180.08980.11500.13680.15550.17110.18410.18470.19470.19540.20344.00.06190.09010.11530.13720.15600.17170.20425.00.03160.06200.09010.11540.13740.15610.17190.18490.19560.20446.00.03160.06200.09020.11540.13740.15620.17190.18500.19570.2045 4mC3m6m10m4m3mA235.69228.02230.47233.50

Answered: Image /qna-images/answer/7620dd21-8cb6-4b27-ae0b-447316bb8147.jpg

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.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.8P

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