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
Related questions
Question
Solve 123and4
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
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps with 2 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning