Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Volumes
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**Request:** Use the Excel Spreadsheet Classical_Settlement_Shallow.xls to finish the homework and print out the spreadsheet for additional support. In your answer to each design mini-project, you need to provide the design objective, scope, main method, results, and your conclusion. **Question 1:** The allowable settlement for the proposed square footing is 1.0 in. Using the classical method, compute its settlement and determine if it satisfies this criterion. *Hints:* - \( B = 6 \) ft - \( D = 2 \) ft - \( P = 100 \) k - \( D_w = 10 \) ft - \( r = 0.85 \) (r is fixed at 0.85 for all questions in this homework) - Input \( C_c/(1+e) = 0.11 \) - \( C_r/(1+e) = 0.02 \) - \(\sigma_m' = 4000 \) lb/ft² - \( \gamma = 115 \) lb/ft³ for all layers **Diagram Explanation:** The diagram illustrates a cross-section of a footing design in silty clay soil: - The footing width (B) is labeled as 6 ft. - The depth of footing (D) is marked as 2 ft. - The depth to the water table (Dw) is shown as 10 ft below the surface. - The pressure applied (P) is indicated as a downward arrow labeled 100 k. - The soil properties are listed within the diagram: - Undrained shear strength (\( s_u \)) = 3000 lb/ft² - Compression index (\( C_c/(1+e) \)) = 0.11 - Recompression index (\( C_r/(1+e) \)) = 0.02 - Effective vertical stress (\( \sigma_m' \)) = 4000 lb/ft² - Unit weight (\( \gamma \)) = 115 lb/ft³ This diagram provides a visual representation of the parameters and setup necessary for the classical settlement analysis.
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Transcribed Image Text:**Request:** Use the Excel Spreadsheet Classical_Settlement_Shallow.xls to finish the homework and print out the spreadsheet for additional support. In your answer to each design mini-project, you need to provide the design objective, scope, main method, results, and your conclusion. **Question 1:** The allowable settlement for the proposed square footing is 1.0 in. Using the classical method, compute its settlement and determine if it satisfies this criterion. *Hints:* - \( B = 6 \) ft - \( D = 2 \) ft - \( P = 100 \) k - \( D_w = 10 \) ft - \( r = 0.85 \) (r is fixed at 0.85 for all questions in this homework) - Input \( C_c/(1+e) = 0.11 \) - \( C_r/(1+e) = 0.02 \) - \(\sigma_m' = 4000 \) lb/ft² - \( \gamma = 115 \) lb/ft³ for all layers **Diagram Explanation:** The diagram illustrates a cross-section of a footing design in silty clay soil: - The footing width (B) is labeled as 6 ft. - The depth of footing (D) is marked as 2 ft. - The depth to the water table (Dw) is shown as 10 ft below the surface. - The pressure applied (P) is indicated as a downward arrow labeled 100 k. - The soil properties are listed within the diagram: - Undrained shear strength (\( s_u \)) = 3000 lb/ft² - Compression index (\( C_c/(1+e) \)) = 0.11 - Recompression index (\( C_r/(1+e) \)) = 0.02 - Effective vertical stress (\( \sigma_m' \)) = 4000 lb/ft² - Unit weight (\( \gamma \)) = 115 lb/ft³ This diagram provides a visual representation of the parameters and setup necessary for the classical settlement analysis.
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