If the contraction from a 6-in to a 3-in ductile iron pipe described in Problem 10.26 was
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Figure 10.10
Figure 10.11
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D1 0.4+ e - 150° 0.3 120° 105° 0.2 90° 70° 0.1 50°-60° 15°-40° 1.0 2.0 3.0 Diameter ratio D,/D, Resista nce coefficient K
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