JA converging elbow (Fig. P4.7) turns water through an angle of 135° in a vertical plane. The flow cross- sectional diameter is 400 mm at the elbow inlet, section (1), and 200 mm at the elbow outlet, section (2). The elbow volume is 0.2 m3 between sections (1) and (2). The water volume flow rate is 0, 4 m/s and the elbow inlet and outlet pressures are 150 and 90 kPa respectively. The elbow mass is 12 kg. Calculate the horizontal (x direction) and vertical (z direction) anchoring forces required to hold the elbow in place, Fig.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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a.10 s
A converging elbow (Fig. P4.7) turns water through
an angle of 135° in a vertical plane. The flow cross-
sectional diameter is 400 mm at the elbow inlet,
on or 0.25 section (1), and 200 mm at the elbow outlet, section
1 section a (2). The elbow volume is 0.2 m3 between sections
s, determin (1) and (2). The water volume flow rate is 0, 4 m/s
and the elbow inlet and outlet pressures are 150
and 90 kPa respectively. The elbow mass is 12 kg.
Calculate the horizontal (x direction) and vertical (z
direction) anchoring forces required to hold the
Fig. P4.7
"4.1
Section
(1)
D, = 400 mm
135
D2 =
200 mm
Section (2)
elbow in place.
Transcribed Image Text:a.10 s A converging elbow (Fig. P4.7) turns water through an angle of 135° in a vertical plane. The flow cross- sectional diameter is 400 mm at the elbow inlet, on or 0.25 section (1), and 200 mm at the elbow outlet, section 1 section a (2). The elbow volume is 0.2 m3 between sections s, determin (1) and (2). The water volume flow rate is 0, 4 m/s and the elbow inlet and outlet pressures are 150 and 90 kPa respectively. The elbow mass is 12 kg. Calculate the horizontal (x direction) and vertical (z direction) anchoring forces required to hold the Fig. P4.7 "4.1 Section (1) D, = 400 mm 135 D2 = 200 mm Section (2) elbow in place.
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