]11.13 A device designed to allow cleaning of walls and windows on the second floor of homes is similar to the system shown in Fig. 11 .20. Determine the velocity of flow from the nozzle if the pressure at the bottom is (a) 20 psig and (b) 80 p s i g . The nozzle has a loss coefficient K of 0.15 based on the outlet velocity head. The tube is smooth drawn aluminum and has an ID of 0.50 in. The 90 ° bend has a radius of 6.0 in. The total length of straight tube is 20.0 f t . The fluid is water at 100°F.
]11.13 A device designed to allow cleaning of walls and windows on the second floor of homes is similar to the system shown in Fig. 11 .20. Determine the velocity of flow from the nozzle if the pressure at the bottom is (a) 20 psig and (b) 80 p s i g . The nozzle has a loss coefficient K of 0.15 based on the outlet velocity head. The tube is smooth drawn aluminum and has an ID of 0.50 in. The 90 ° bend has a radius of 6.0 in. The total length of straight tube is 20.0 f t . The fluid is water at 100°F.
Solution Summary: The author calculates the velocity of flow from the nozzle if the pressure at the bottom is given as 110.72ms-1
]11.13 A device designed to allow cleaning of walls and windows on the second floor of homes is similar to the system shown in Fig. 11.20. Determine the velocity of flow from the nozzle if the pressure at the bottom is (a)
20
psig and (b)
80
p
s
i
g
. The nozzle has a loss coefficient K of
0.15
based on the outlet velocity head. The tube is smooth drawn aluminum and has an ID of
0.50
in. The
90
°
bend has a radius of
6.0
in. The total length of straight tube is
20.0
f
t
. The fluid is water at 100°F.
Given answers to be: i) 14.65 kN; 6.16 kN; 8.46 kN ii) 8.63 kN; 9.88 kN iii) Bearing 6315 for B1 & B2, or Bearing 6215 for B1
(b)
A steel 'hot rolled structural hollow section' column of length 5.75 m, has
the cross-section shown in Figure Q.5(b) and supports a load of 750 kN.
During service, it is subjected to axial compression loading where one end
of the column is effectively restrained in position and direction (fixed) and
the other is effectively held in position but not in direction (pinned).
i)
Given that the steel has a design strength of 275 MN/m², determine
the load factor for the structural member based upon the BS5950
design approach using Datasheet Q.5(b).
[11]
ii)
Determine the axial load that can be supported by the column
using the Rankine-Gordon formula, given that the yield strength of
the material is 280 MN/m² and the constant *a* is 1/30000.
[6]
300
600
2-300 mm
wide x 5 mm
thick plates.
Figure Q.5(b)
L=5.75m
Pinned
Fixed
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