Fundamentals Of Structural Analysis:
5th Edition
ISBN: 9781260083330
Author: Leet, Kenneth
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 7, Problem 37P
To determine
Calculate the maximum deflection in span BC and the slope on each side of the hinge using conjugate beam method.
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Consider the soil profile below:
3m
Vary
18.3kN/m
Sand
Groundwater table
6m
-19.8kN/m²
4m
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Calculate the effective stress at the location of the red star (4m inside clay layer) if the saturated unit weight of the clay is 21.8 kN/m^3
Note: give your answer in units of kPa
A sample of the clay layer in the previous problem is extracted from the location of the red star and tested in the lab.
Vertical strain, &, (%)
1
50
40
10
100
1000
Effective consolidation stress, σ (kPa)
Odometer testing yielded the following consolidation curve (red line):
Calculate the over-consolidation ratio of the clay sample. Use two decimal places.
Note: this question is part of soil mechanics
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Note: the two questions are connected as parts so please answer soil mechanics question as best you can !.
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Chapter 7 Solutions
Fundamentals Of Structural Analysis:
Ch. 7 - Prob. 1PCh. 7 - Prob. 2PCh. 7 - Prob. 3PCh. 7 - Prob. 4PCh. 7 - Prob. 5PCh. 7 - Prob. 6PCh. 7 - Prob. 7PCh. 7 - Prob. 8PCh. 7 - Prob. 9PCh. 7 - Prob. 10P
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