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Chapter 15, Problem 27P
To determine

Find the equation that best fits the following data points and compare the actual and predicted y values.

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Find the maximum distributed load can be applied to the two fixed ends beam shown below. Wu L=6m
In excavation for a wall footing, the water table level was lowered from a depth of 1.0 m to a depth of 3.0 m in a clayey soil deposit. Considering that the soil has a water content of 28% when it is fully saturated, and above the water table the (dry) unit weight of the soil is 17 kN/m³. Assuming initially that all of the soil above the water table is dry, then compute the following: 1. The effective stress at a depth of 4.0 m after the lowering of the water table. Take Gs = 2.68. (Hints: w*Gs=Sr*e) 2. The increase in effective stress at a depth of 5 m. (You also need to plot the values of total vertical stress and effective vertical stress against depth before and after lowering the water table.)
Calculate the collapse load (P) for the two fixed ended beam shown below. P 2 m 4 m L=6m
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