The percentage of U.S. college freshmen claiming no religious affiliation has risen in recent decades. The bar graph shows the percentage of first-year college students claiming no religious affiliation for four selected years from 1980 through 2010. Use this information to solve Exercises 47-48. a. Estimate the average yearly increase in the percentage of the first-year college males claiming no religious affiliation. Round the percentage to the nearest tenth. b. Estimate the percentage of first-year college males who will claim no religious affiliation in 2020.
The percentage of U.S. college freshmen claiming no religious affiliation has risen in recent decades. The bar graph shows the percentage of first-year college students claiming no religious affiliation for four selected years from 1980 through 2010. Use this information to solve Exercises 47-48. a. Estimate the average yearly increase in the percentage of the first-year college males claiming no religious affiliation. Round the percentage to the nearest tenth. b. Estimate the percentage of first-year college males who will claim no religious affiliation in 2020.
The percentage of U.S. college freshmen claiming no religious affiliation has risen in recent decades. The bar graph shows the percentage of first-year college students claiming no religious affiliation for four selected years from 1980 through 2010. Use this information to solve Exercises 47-48.
a. Estimate the average yearly increase in the percentage of the first-year college males claiming no religious affiliation. Round the percentage to the nearest tenth.
b. Estimate the percentage of first-year college males who will claim no religious affiliation in 2020.
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Q6 What will be the allowable bearing capacity of sand having p = 37° and ydry
19 kN/m³ for (i) 1.5 m strip foundation (ii) 1.5 m x 1.5 m square footing and
(iii)1.5m x 2m rectangular footing. The footings are placed at a depth of 1.5 m
below ground level. Assume F, = 2.5. Use Terzaghi's equations.
0
Ne
Na
Ny
35 57.8 41.4 42.4
40 95.7 81.3 100.4
Q1 The SPT records versus depth are given in table below. Find qan for the raft 12%
foundation with BxB-10x10m and depth of raft D-2m, the allowable
settlement is 50mm.
Elevation, m 0.5 2
2 6.5 9.5 13 18 25
No.of blows, N 11 15 29 32 30 44
0
estigate shear
12%
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