CIVL4310_DA1_S24
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School
Auburn University *
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Course
4310
Subject
English
Date
Apr 3, 2024
Type
Pages
3
Uploaded by gst0006
Due 03/15/2024 CEGR4310 Design Assignment #1 Auburn University is building a new Structural Engineering office building. The structural engineer has provided column loads based on the plan shown. The column at A-8 will impart a factored vertical load of 55k on its foundation. All other columns will impart a factored vertical load of 36k. A geotechnical investigation was completed for the site and is provided as ASEL_Boring Logs.pdf. You will need to develop a soil profile that represents the area beneath the columns loads based on boring logs in the vicinity. Determine the dimensions required of a shallow foundation to accommodate the vertical loads for the column with the highest load and the column with the weakest soil. Your answer would be in terms of reasonable, constructible footing dimensions. Also, hand calculate the total settlement that each column foundation is expected to experience. Compare your settlement hand calculated results for both foundations with results from the RocScience program Settle3D. Your submission is expected to look professional. Grades will be assessed using the enclosed rubric. Submit billable hours worked by each member of your team as an appendix to your report. Groups are listed below. Group 1: Amber Askew, Cole Edwards, Logan Cameron, Group 2: Jacob Bishop, Austin Harler, Ava Bolien Group 3: Graham Kaplowitz, Wilson Carter, Ranikia Cox, Group 4: Meghan Lee, Silvia Duff, Jesse Custard Group 5: Christopher Lewis, Excie Guillot, Caitlin Germana Group 6: Graem Maxwell, Baker Hix, Joe Hartman Group 7: Ben Prowell, Chase Jones, Jake Knight Group 8: Henry Richens, Preston Key, Ryan Ramirez Group 9: Benjamin Steber, Finn Shoenfeld, Ryan Schmidt
Due 03/15/2024 CEGR4310 Design Assignment #1 Group 10: Matt Stuart, Christopher Snetsinger, Thomas Speaks Group 11: Juliana Wood, Shane Thorton, Christopher Stacey Group 12: Sarah Yarbrough, Evan Wilson, Chao Su
Due 03/015/2024 CIVL 4310 Design Assignment #1 Grading Rubric Name__________________________________ ______/10 pts Interpretation of SPT Values and Determination of Soil Properties Comments: ______/20 pts Sizing foundations for bearing capacity Comments: ______/20 pts Check settlement by hand Comments: ______/15 pts Settle3D usage Comments: ______/15 pts Sufficient support documentation Comments: ______/10 pts Professional appearance of report Comments: ______/10 pts Participation Score based on individual billable hours ______/100 pts Total
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