Water flows out of the horizontal pipes at A and B. Water flows into the Tee at 10 m/s and under a pressure of 46.5 kPa. 0.5 m 30 mm 5 m 10 m/s 50 mm 3 m 30 mm 8.0 Determine the flow on pipe A. a.) 13.89 m/s b.) 18.04 m/s 9.0 Determine the flow on pipe B. a.) 11.91 m/s b.) 11.06 m/s 10.0 Determine the discharge on pipe A. a.) 11.8 L/s c.) 16.72 m/s e.), d.) 15.87 m/s c.) 13.89 m/s e.). d.) 9.74 m/s c.) 12.8 L/s d.) 9.8 L/s b.) 11.2 L/s 11.0 Determine the discharge on pipe B. a.) 7.8 L/s c.) 8.4 L/s e.). b.) 9.8 L/s d.) 6.9 L/s in

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Water flows out of the horizontal pipes at A and B. Water flows into the Tee at 10
m/s and under a pressure of 46.5 kPa.
0.5 m
30 mm
5 m
10 m/s
50 mm
3 m
30 mm
8.0 Determine the flow on pipe A.
a.) 13.89 m/s
b.) 18.04 m/s
9.0 Determine the flow on pipe B.
a.) 11.91 m/s
b.) 11.06 m/s
10.0 Determine the discharge on pipe A.
a.) 11.8 L/s
c.) 16.72 m/s
e.),
d.) 15.87 m/s
c.) 13.89 m/s
e.).
d.) 9.74 m/s
c.) 12.8 L/s
d.) 9.8 L/s
b.) 11.2 L/s
11.0 Determine the discharge on pipe B.
a.) 7.8 L/s
c.) 8.4 L/s
e.).
b.) 9.8 L/s
d.) 6.9 L/s
in
Transcribed Image Text:Water flows out of the horizontal pipes at A and B. Water flows into the Tee at 10 m/s and under a pressure of 46.5 kPa. 0.5 m 30 mm 5 m 10 m/s 50 mm 3 m 30 mm 8.0 Determine the flow on pipe A. a.) 13.89 m/s b.) 18.04 m/s 9.0 Determine the flow on pipe B. a.) 11.91 m/s b.) 11.06 m/s 10.0 Determine the discharge on pipe A. a.) 11.8 L/s c.) 16.72 m/s e.), d.) 15.87 m/s c.) 13.89 m/s e.). d.) 9.74 m/s c.) 12.8 L/s d.) 9.8 L/s b.) 11.2 L/s 11.0 Determine the discharge on pipe B. a.) 7.8 L/s c.) 8.4 L/s e.). b.) 9.8 L/s d.) 6.9 L/s in
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