4) Determine the increase in vertical stress at a depth (2) m belowpoint A due to surface loads shown in Figure (2). m or n L.O 10.00 9.0 8.0 7.0 6.0 5.0 4.0 E 3.0 2.5 2.0 G.S.L XXXX 1.5 Z 0.007 -0.006 1.5 4 0.009 0.006 0.15 1904 -0.011 0.010 160 kPa Section b-b 2 0.2 0.012 0.014 m or n 2.5 3 GOLE 0.016 & 0.020 0.25 0.3 -0.024. 120 kPa 4 2.000 0.4 5 -0.04 6 0.06 S b 7 8 9 10 Fats 0.34 0.13 0.5 0.6 0.7 0.8 0.9 1.0 m or n (a) 2.5 m 160 kPa 120 kPa ais. 15 . 1.5 2 2.5 3 2.5 T 3 1.5 m 2 m 0.5 m 4 4 i 5 Fig.(2) 6 7 8 9 . 1 10 1: 11.0 0.9 0.8 0.7 0.6 40.5 10.4 0.3 0.25 0.2 m or m E 0.15 .9 10 0.10
4) Determine the increase in vertical stress at a depth (2) m belowpoint A due to surface loads shown in Figure (2). m or n L.O 10.00 9.0 8.0 7.0 6.0 5.0 4.0 E 3.0 2.5 2.0 G.S.L XXXX 1.5 Z 0.007 -0.006 1.5 4 0.009 0.006 0.15 1904 -0.011 0.010 160 kPa Section b-b 2 0.2 0.012 0.014 m or n 2.5 3 GOLE 0.016 & 0.020 0.25 0.3 -0.024. 120 kPa 4 2.000 0.4 5 -0.04 6 0.06 S b 7 8 9 10 Fats 0.34 0.13 0.5 0.6 0.7 0.8 0.9 1.0 m or n (a) 2.5 m 160 kPa 120 kPa ais. 15 . 1.5 2 2.5 3 2.5 T 3 1.5 m 2 m 0.5 m 4 4 i 5 Fig.(2) 6 7 8 9 . 1 10 1: 11.0 0.9 0.8 0.7 0.6 40.5 10.4 0.3 0.25 0.2 m or m E 0.15 .9 10 0.10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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