Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 1.) For the water shooting out of the pipe and nozzle under the condition showed, find the height above the nozzle to which the water jet will "shoot". Assume negligible head loss. Water 1.100m 1 ORECA DE Nozzle D-100 mm Point A D-200 mm Pa- 55.0 hPaarrow_forwardThe water level in a wide tank is 20 m. the tank is open to the atmosphere. A hose is connected to the bottom of the tank, and the nozzle at the end of the hose is pointed straight up as shown in die ngure below. A pump is connected between the tank and the nozzle. If the maximum height of water column is 27 m above the ground, find the following neglecting the friction losses in the hose and fittings: a) The head of the pump in [m] b) The head of the pump in kPa Take the density of water as 1000 kg/m³ and the gravitational acceleration as 9.81 m/s? 27 m :20 marrow_forwardA closed tank contains liquified butane gas whose specific gravity is 0.60. The tank pressure is 1.7 Mpa gage which is also the equilibrium vapor pressure of butane at the pumping temperature. Suction lines losses is 1.5m of gas and the static elevation gain is 4m. What is the NET POSITIVE SUCTION HEAD AVAILABLE?(NPSHa)arrow_forward
- 3. Two coaxial cylinders 250 mr high have a liquid in between them, the outer cylinder had internal diameter 100 mm and the internal cylinder has external diameter 97.5 mm. Find the viscosity of liquid which produces a torque of 1 Nm upon the inner cylinder when outer one rotates at 90 rpm.arrow_forwardPlease state any assumptions required to solve problemarrow_forwardIn a pump test the suction pressure at the pump inlet is -28.00 kPa below atmospheric pressure. The discharge pressure at a point 960 mm above the inlet is 525 kPa. Hydraulic steel tubing is used for both the suction (inlet) and discharge (outlet) lines with 80 mm OD × 2.8 mm wall. Required If the volume flow rate of water is 88 L/min, calculate the power delivered by the pump to the water in kW, to the nearest 1000th. Discharge pipe Suction pipe Flow Pump |||+arrow_forward
- Please explain all partsarrow_forwardA compound shaft consists of a titanium alloy [G= 6,200 ksi] tube (1) and a solid stainless steel [G= 11,500 ksi] shaft (2). Tube (1) has a length of L₁ = 38 in., an outside diameter of D₁ = 2.25 in., and a wall thickness of t₁ = 0.130 in. Shaft (2) has a length of L₂ = 66 in. and a diameter of d₂ = 1.35 in. If an external torque of Tg = 660 lb-ft acts at pulley B in the direction shown, calculate the torque Terequired at pulley C so that the rotation angle of pulley C relative to A is zero. B TB X Tc (2) (1) 112 L₁ Narrow_forwardProblem-2: It is required to deliver discharge Q = 0.04 m'/s against a total head Hp =VEN m using a pump has an impeller inner to outer diameter ratio of 0.5, speed of N= 20EN rpm and hydraulic efficiency of 0.90. If the flow at the entrance is radial such that Vn = V2, use the o and y equations to find the impeller rim v2 and flow velocities V2, exit width B2, and blades inlet B1 and outlet angles B2. %3D %3D %3D 0 = eNM +0.88 and y =eN +0.055 -5.25 -6.2 V, = Ø/28H, = TD,N/ 60 %3D V, = TD,N/60 EN=62 Vn =Vn=Q/4, =Q/ TB,D, H, = N,H, = N,v,V½/g B = tan -1 and B, = tan 2-Varrow_forward
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