Q3 iii and iii are based on Figure Q3 below. A L-shaped area of school building shown in Figure Q2 carries 150 kPa uniform load. Find the increment of the vertical stress due to the structure load at a depth of 6 m below corner E. B G 4 m A с Figure Q3 6m 3 m D 3 m F i) What is the total stress increment at E caused of rectangular foundations of EBCK? 15.75 kPa 21.75 kPa 12.75 kPa 30.00 kPa ii) What is the stress increment at E from section EGDF? 12.00 kPa 15.25 kPa 20.25 kPa 25.25 kPa iii) What is the value of total incremental at E from L-shaped foundation? 17.5 kPa 22.5 kPa 27.0 kPa 57.0 kPa

Q3 iii and iii are based on Figure Q3 below. A L-shaped area of school building shown in Figure Q2 carries 150 kPa uniform load. Find the increment of the vertical stress due to the structure load at a depth of 6 m below corner E. B G 4 m A с Figure Q3 6m 3 m D 3 m F i) What is the total stress increment at E caused of rectangular foundations of EBCK? 15.75 kPa 21.75 kPa 12.75 kPa 30.00 kPa ii) What is the stress increment at E from section EGDF? 12.00 kPa 15.25 kPa 20.25 kPa 25.25 kPa iii) What is the value of total incremental at E from L-shaped foundation? 17.5 kPa 22.5 kPa 27.0 kPa 57.0 kPa

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 8.11P

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