Solve 4th only Date Due Sunday, S/8/2022AssignmentSolve 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 equation2. 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 doespressure 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 structurewill need to break this structure up into smaller squarelrectangular sections16 ft12 ft20 1t12 ft

Answer(4th) We are asked to use given load and Influence coefficients to determine the vertical…

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

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....