PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
9th Edition
ISBN: 9781305971271
Author: Das
Publisher: CENGAGE L
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Chapter 16, Problem 16.16P
To determine

Find the gross allowable load that the footing could carry using the effective area concept.

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2 -6m 50 KN Fig. 3: Beam and cross section 0.2m k 不 KE- 0.4m Z C
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3. Drinking water is piped from a water main into a house via a PVC (i.e., smooth) pipe. There is a total of 20 linear feet of 1" diameter pipe between the water main and a point just inside the house that is 10 ft above the water main. This drinking water pipe branches from the water main (K₁ = 0.2), a water meter taps into the pipe (KL = 7), there are two 90° bends (K₁ = 1.5), and finally a (fully open) water shutoff ball valve (K₁ = 0.05) before the point just inside the house. The pipe maintains a flow of 0.05 ft³/s. If the goal is for the gage pressure of the water to be 8640 lb/ft² (aka 60 psi) just inside the house, what must the gage pressure of the water be at the water main? Leave your answer in lb/ft.2. water meter 90° elbow water shutoff house branch flow Il diameter z = 10 A ball valve, 90° elbow fully open z=0ft water main *drawing not to scale
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