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Assegnment Solve the problems below and insert your answers into the ackboard question set Do not include unts in your answer. One problem will have you upload a pdf of your work on Engrieenng 1. Given a concentrated load of 200,000 ibs, find the vertical stress (p) at a depth of 15 t and 10 n off center. Use the Boussinesq equation. 2. Grven a rectangular area with dimensions of 2 m by 3 m and a load of 195 kNim, find the vertical stress (p) in kNm using the Approximation Method for a depth of 1m, 3m, and Sm. With incceasing depth how does pressure change? 3. Grven a circular structure wth a diameter of 3 m and a koad of 250 kNm 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 unt weight ( 16.38 KNm, find the overburden pressure (po)ata depth of 3 m ind the total pressure (p po). See the Unit 3 Powerpoint for the tablelchart of influence coeficient values 4. Grven the structure in the inmage below anda load of 2000 b find the vertical stress (p) 24 feet below point A. See the Unit 3 Powerfont for the table of influence coeffcient values for square/rectangular structure will need to break this structure up into smaller squarerectangular sections 16 ft 12f 20 t 12t

Assegnment Solve the problems below and insert your answers into the ackboard question set Do not include unts in your answer. One problem will have you upload a pdf of your work on Engrieenng 1. Given a concentrated load of 200,000 ibs, find the vertical stress (p) at a depth of 15 t and 10 n off center. Use the Boussinesq equation. 2. Grven a rectangular area with dimensions of 2 m by 3 m and a load of 195 kNim, find the vertical stress (p) in kNm using the Approximation Method for a depth of 1m, 3m, and Sm. With incceasing depth how does pressure change? 3. Grven a circular structure wth a diameter of 3 m and a koad of 250 kNm 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 unt weight ( 16.38 KNm, find the overburden pressure (po)ata depth of 3 m ind the total pressure (p po). See the Unit 3 Powerpoint for the tablelchart of influence coeficient values 4. Grven the structure in the inmage below anda load of 2000 b find the vertical stress (p) 24 feet below point A. See the Unit 3 Powerfont for the table of influence coeffcient values for square/rectangular structure will need to break this structure up into smaller squarerectangular sections 16 ft 12f 20 t 12t

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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