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2. Given a rectangular area with dimensions of 2 m by 3 m and a load of 195 kN/m, hind the vertical stress (P) I KINII pressure change? 3. Given a circular structure with a diameter of 3 m and a load of 250 kN/m, find the vertical stress (p) using the circular method based on elastic theory at a depth of 3 m and 1.5 m off center. Given a sol unit weight (c 16,38 KN/m find the overburden pressure (Po) at a depth of 3 m. F ind the total pressure (p po). See the Unit 3 Powerpxint for the tablefchart of influence coefficient values 1 Grven the stoucture in the image below and a load of 2000 ib/t, find the vertical stress (p) 24 feet below pornt A See the Unit 3 Powerfoint for the table of influence coefficent values for square/rectangular structure

2. Given a rectangular area with dimensions of 2 m by 3 m and a load of 195 kN/m, hind the vertical stress (P) I KINII pressure change? 3. Given a circular structure with a diameter of 3 m and a load of 250 kN/m, find the vertical stress (p) using the circular method based on elastic theory at a depth of 3 m and 1.5 m off center. Given a sol unit weight (c 16,38 KN/m find the overburden pressure (Po) at a depth of 3 m. F ind the total pressure (p po). See the Unit 3 Powerpxint for the tablefchart of influence coefficient values 1 Grven the stoucture in the image below and a load of 2000 ib/t, find the vertical stress (p) 24 feet below pornt A See the Unit 3 Powerfoint for the table of influence coefficent values for square/rectangular structure

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter10: Stresses In A Soil Mass
Section: Chapter Questions
Problem 10.12P: Refer to Figure 10.43. A strip load of q = 1450 lb/ft2 is applied over a width with B = 48 ft....
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Date Due Sunday, S/8/2022 Assignment Solve the problems below and insert your answers into the Blackboard question set Do not include units in your answer. Orne problem will have you upload a peif of your work on Engineering Computation Paper. 1. Given a concentrated load of 200 000 ibs, tınd the vertical stress (p) at a depth of 15 fland 10 fl off center. Use the Boussinesq equation 2. Given a rectangular area with dimensions of 2 m by 3 m and a load of 195 kN/m, find the vertical stress (p) in kN/m using the Approximation Method for a depth of 1m, 3m, and 5m. With increasing depth how does pressure change? 3. Given a circular structure with a diameter of 3 m and a load of 250 kN/m, find the vertical stress (p) using the circular method based on elastic theory at a depth of 3 m and 1.5 m olf center. Given a soil unit weight ( 16,38 KN/m find the overburden pressure (po) at a depth of 3 m. Find the total pressure (ppo). See the Unit 3 Powerpoint for the tablefchart ot influence coefficient values. 4. Given the structure in the image below and a load of 2000 Ib/t, find the vertical stress (p) 24 feet below point A Sec the Unit 3 Powerfoint for the table of influence coefficient values for square/rectangular structure will need to break this structure up into smaller squarelrectangular sections 16 ft 12 ft 20 1t 12 ft
Transcribed Image Text:Date Due Sunday, S/8/2022 Assignment Solve the problems below and insert your answers into the Blackboard question set Do not include units in your answer. Orne problem will have you upload a peif of your work on Engineering Computation Paper. 1. Given a concentrated load of 200 000 ibs, tınd the vertical stress (p) at a depth of 15 fland 10 fl off center. Use the Boussinesq equation 2. Given a rectangular area with dimensions of 2 m by 3 m and a load of 195 kN/m, find the vertical stress (p) in kN/m using the Approximation Method for a depth of 1m, 3m, and 5m. With increasing depth how does pressure change? 3. Given a circular structure with a diameter of 3 m and a load of 250 kN/m, find the vertical stress (p) using the circular method based on elastic theory at a depth of 3 m and 1.5 m olf center. Given a soil unit weight ( 16,38 KN/m find the overburden pressure (po) at a depth of 3 m. Find the total pressure (ppo). See the Unit 3 Powerpoint for the tablefchart ot influence coefficient values. 4. Given the structure in the image below and a load of 2000 Ib/t, find the vertical stress (p) 24 feet below point A Sec the Unit 3 Powerfoint for the table of influence coefficient values for square/rectangular structure will need to break this structure up into smaller squarelrectangular sections 16 ft 12 ft 20 1t 12 ft
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