Underground water is pumped through a 10-cm-diameter pipe that consists of a 2-m-long vertical and 1-m-long horizontal section, as shown in Fig. 6-39. Water discharges to atmospheric air at an average velocity of 3 m/s, and the mass of the horizontal pipe section when filled with water is 12 kg per meter length. The pipe is anchored on the ground by a concrete base. Determine the bending moment acting at the base of the pipe (point A) and the required length of the horizontal section that would make the moment at point A zero. r2 = 2 m mv₁. m F 10 cm 2 m A FR A r₁ = 0.5 m MA P₁.gage A W WA ZA 3 m/s mv ₂ 2 X

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Underground water is pumped through a 10-cm-diameter pipe that consists of a 2-m-long vertical and 1-m-long horizontal
section, as shown in Fig. 6-39. Water discharges to atmospheric air at an average velocity of 3 m/s, and the mass of the
horizontal pipe section when filled with water is 12 kg per meter length. The pipe is anchored on the ground by a concrete
base. Determine the bending moment acting at the base of the pipe (point A) and the required length of the horizontal
section that would make the moment at point A zero.
r2 = 2 m
mv₁.
FR
A
m
F
10 cm
2 m
A
r₁ = 0.5 m
W
WA
ZA
MA
P₁.gage A
3 m/s
mv₂
2
X
Transcribed Image Text:Underground water is pumped through a 10-cm-diameter pipe that consists of a 2-m-long vertical and 1-m-long horizontal section, as shown in Fig. 6-39. Water discharges to atmospheric air at an average velocity of 3 m/s, and the mass of the horizontal pipe section when filled with water is 12 kg per meter length. The pipe is anchored on the ground by a concrete base. Determine the bending moment acting at the base of the pipe (point A) and the required length of the horizontal section that would make the moment at point A zero. r2 = 2 m mv₁. FR A m F 10 cm 2 m A r₁ = 0.5 m W WA ZA MA P₁.gage A 3 m/s mv₂ 2 X
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