Assignment Solve the problems below and insert your answers into the Blackboard question sct Do not include units in your answer. One problem will have you upload a paf of your work on Engineering Computalion Papel 1. Given a concentrated load of 200,000 bs, fnd the vertical stress (p) at a depth of 15 n and 10 t off center. UUse 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 inceasing depth how does pressure change? 3. Given a circular structure with a diameter of 3 mand a load of 250 kN/m, find the vertical stress (p) using the circular method based on elastic theory at a depth of 3 mand 1.5 m olt-center. Given a sol unit weight ( 16,38 kN/m find the overburden pressure (Po) at a depth of 3 m. Find the total pressure (p po). See the Unit 3 Powerpoint for the tablefchart of 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 See the Unit 3 PowerPoint for the table of influence coefficient values for square/rectangular structure will need to break this structure up into smaller squarehectangular sedions 16 ft 12 t 20 ft 12 ft
Assignment Solve the problems below and insert your answers into the Blackboard question sct Do not include units in your answer. One problem will have you upload a paf of your work on Engineering Computalion Papel 1. Given a concentrated load of 200,000 bs, fnd the vertical stress (p) at a depth of 15 n and 10 t off center. UUse 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 inceasing depth how does pressure change? 3. Given a circular structure with a diameter of 3 mand a load of 250 kN/m, find the vertical stress (p) using the circular method based on elastic theory at a depth of 3 mand 1.5 m olt-center. Given a sol unit weight ( 16,38 kN/m find the overburden pressure (Po) at a depth of 3 m. Find the total pressure (p po). See the Unit 3 Powerpoint for the tablefchart of 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 See the Unit 3 PowerPoint for the table of influence coefficient values for square/rectangular structure will need to break this structure up into smaller squarehectangular sedions 16 ft 12 t 20 ft 12 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcc0d27bc-c8f2-4eb5-bfd8-d85386f327ad%2Fbfda9ed9-192b-4166-b881-cb910ed0b22c%2F7a0prz_processed.jpeg&w=3840&q=75)
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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