Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 3, Problem 3.6QPP

The sub-surface profile at a certain site is shown in Figure 3.20. Compute u,σx,σz,σx' and σ z ' at Point A.

Chapter 3, Problem 3.6QPP, The sub-surface profile at a certain site is shown in Figure 3.20. Compute  and  at Point A.

Figure

Figure 3.20

Soil profile for Problem 3.6.

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YOU HAVE A UNIFORM SUBGRADE ELEVATION FOR YOUR BUILDING FOUNDATION THAT HASBEEN VERIFIED. YOUR SLAB IS DESIGNED TO BE 12 INCHES THICK.USING THE GIVENDIMENSIONS AROUND THE PROPOSED BUILDING FOUNDATION, CALCULATE THE CUBIC FEETAND THE CUBIC YARDS OF CONCRETE NEEDED FOR THE FOUNDATION **Sketch Attached**
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Can you please do with hand calcs and answer the following: a Determine the global stiffness matrix (K) of the beam including  indicating correct degrees-of freedom (dof)  b i) Calculate vectors D and Q            ii) Show partition  and solve KD=Q for D       iii) Calculate all reactions          c BMD & max BM, deflected shape          d i) Solve the problem using Strand7 (model)         ii) Display the deflected shape and BMD        e Comparisons of reactions  + Max BM  including comments

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