Date Due Sunday, 5/8/2022 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 pif 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 l 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 docs 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 (p*po). See the Unit 3 Powerpoint for the tablelchart of influence coefficient values. 4. Given the structure in the inmage below anda load of 2000 Ib/tt, find the vertical stress (p) 24 feet below point A Sec the Unit 3 Powerf'oint 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 it 12 ft
Date Due Sunday, 5/8/2022 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 pif 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 l 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 docs 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 (p*po). See the Unit 3 Powerpoint for the tablelchart of influence coefficient values. 4. Given the structure in the inmage below anda load of 2000 Ib/tt, find the vertical stress (p) 24 feet below point A Sec the Unit 3 Powerf'oint 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 it 12 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve123and4 ASAP
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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